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SAP documentation

By Taju Abdulaziz
it will guide you through the basics and advanced how to of the software...Read more
2016 Computers and Structures, Inc. SAP2000 Database Documentation Hyper-Linked Contents Page 1 of 3114 11/13/2016 Hyper-Linked Contents Active Degrees of Freedom Analysis Options Area Added Mass Assignments Area Auto Mesh Assignments Area Bridge Object Flags Area Edge Constraint Assignments Area Loads - Gravity Area Loads - Pore Pressure Area Loads - Rotate Area Loads - Strain Area Loads - Surface Pressure Area Loads - Temperature Area Loads - Uniform Area Loads - Uniform To Frame Area Loads - Wind Pressure Coefficients Area Local Axes Assignments 1 - Typical Area Local Axes Assignments 2 - Advanced Area Material Temperatures Area Overwrites - Joint Offsets Area Overwrites - Thickness Area Section Assignments Area Section Properties Area Section Property Design Parameters Area Section Property Layers Area Section Properties - Bridge Object Flags Area Spring Assignments Area Stiffness Modifiers Area Stiffness Modifier Definitions Area Vehicle Response Component Overwrites Auto Seismic - AS 1170 2007 Auto Seismic - BOCA96 Auto Seismic - Chinese 2002 Auto Seismic - Eurocode8 2004 Auto Seismic - IBC2003 Auto Seismic - IBC2006 Auto Seismic - IS1893:2002 Auto Seismic - NBCC 2005 Auto Seismic - NBCC95 Auto Seismic - NEHRP97 Auto Seismic - NZS 1170 2004 Auto Seismic - UBC94 Auto Seismic - UBC97 Auto Seismic - UBC97 Isolated Auto Seismic - User Coefficient Auto Seismic - User Loads Auto Seismic Eccentricity Overrides Auto Seismic Loads To Groups
2016 Computers and Structures, Inc. SAP2000 Database Documentation Hyper-Linked Contents Page 2 of 3114 11/13/2016 Auto Seismic Loads To Horizontal Diaphragms Auto Seismic Loads To Joints Auto Wave 1 - General Auto Wave 2 - Tabular Display Auto Wave 3 - Wave Characteristics - General Auto Wave 4 - Wave Characteristics - User Horizontal Coordinates Auto Wave 5 - Wave Characteristics - User Vertical Coordinates Auto Wave 6 - Wave Characteristics - User Wave Data Auto Wave 7 - Current Profile Auto Wave 8 - Marine Growth Auto Wave 9 - Drag And Inertia Coefficients Auto Wave 10 - Wave Wind Loads Auto Wind - API 4F Auto Wind - ASCE7-88 Auto Wind - ASCE7-95 Auto Wind - ASCE7-02 Auto Wind - ASCE7-05 Auto Wind - BOCA96 Auto Wind - BS6399-95 Auto Wind - Chinese 2002 Auto Wind - Eurocode1 2005 Auto Wind - IS875-1987 Auto Wind - Mexican Auto Wind - NBCC 2005 Auto Wind - NBCC95 Auto Wind - UBC94 Auto Wind - UBC97 Auto Wind - User Auto Wind Exposure For Horizontal Diaphragms Auto Wind Loads To Groups Auto Wind Loads To Horizontal Diaphragms Auto Wind Loads To Joints Bridge Design Preferences - JTG-D62-2004 Bridge Design Preferences - AASHTOLRFD07 Bridge DesReqSeismic 01 - General Bridge DesReqSeismic 02 - Gravity Load Case Bridge DesReqSeismic 03 - Modal And RS Load Cases Bridge DesReqSeismic 04 - Pushover Load Case Bridge DesReqSuper 01 - General Bridge DesReqSuper 02 - Station Ranges Bridge DesReqSuper 03 - Demand Sets Bridge DesReqSuper 04 - Param - AASHTOSTD02 - CBoxStress Bridge DesReqSuper 08 - Param - AASHTOLRFD07 - CBoxStress Bridge DesReqSuper 09 - Param - AASHTOLRFD07 - CBoxShear Bridge DesReqSuper 10 - Param - AASHTOLRFD07 - CBoxFlexure Bridge DesReqSuper 11 - Param - AASHTOLRFD07 - CBoxPrinc Bridge DesReqSuper 12 - Param - JTG-D62-2004 - CBoxStress Bridge DesReqSuper 13 - Param - JTG-D62-2004 - CBoxCrkStress Bridge DesReqSuper 14 - Param - JTG-D62-2004 - CBoxFlexure Bridge DesReqSuper 15 - Param - JTG-D62-2004 - CBoxShear Bridge DesReqSuper 16 - Param - JTG-D62-2004 - CBoxPrinc
2016 Computers and Structures, Inc. SAP2000 Database Documentation Hyper-Linked Contents Active Degrees of Freedom Analysis Options Area Added Mass Assignments Area Auto Mesh Assignments Area Bridge Object Flags Area Edge Constraint Assignments Area Loads - Gravity Area Loads - Pore Pressure Area Loads - Rotate Area Loads - Strain Area Loads - Surface Pressure Area Loads - Temperature Area Loads - Uniform Area Loads - Uniform To Frame Area Loads - Wind Pressure Coefficients Area Local Axes Assignments 1 - Typical Area Local Axes Assignments 2 - Advanced Area Material Temperatures Area Overwrites - Joint Offsets Area Overwrites - Thickness Area Section Assignments Area Section Properties Area Section Property Design Parameters Area Section Property Layers Area Section Properties - Bridge Object Flags Area Spring Assignments Area Stiffness Modifiers Area Stiffness Modifier Definitions Area Vehicle Response Component Overwrites Auto Seismic - AS 1170 2007 Auto Seismic - BOCA96 Auto Seismic - Chinese 2002 Auto Seismic - Eurocode8 2004 Auto Seismic - IBC2003 Auto Seismic - IBC2006 Auto Seismic - IS1893:2002 Auto Seismic - NBCC 2005 Auto Seismic - NBCC95 Auto Seismic - NEHRP97 Auto Seismic - NZS 1170 2004 Auto Seismic - UBC94 Auto Seismic - UBC97 Auto Seismic - UBC97 Isolated Auto Seismic - User Coefficient Auto Seismic - User Loads Auto Seismic Eccentricity Overrides Auto Seismic Loads To Groups Hyper-Linked Contents Page 1 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Auto Seismic Loads To Horizontal Diaphragms Auto Seismic Loads To Joints Auto Wave 1 - General Auto Wave 2 - Tabular Display Auto Wave 3 - Wave Characteristics - General Auto Wave 4 - Wave Characteristics - User Horizontal Coordinates Auto Wave 5 - Wave Characteristics - User Vertical Coordinates Auto Wave 6 - Wave Characteristics - User Wave Data Auto Wave 7 - Current Profile Auto Wave 8 - Marine Growth Auto Wave 9 - Drag And Inertia Coefficients Auto Wave 10 - Wave Wind Loads Auto Wind - API 4F Auto Wind - ASCE7-88 Auto Wind - ASCE7-95 Auto Wind - ASCE7-02 Auto Wind - ASCE7-05 Auto Wind - BOCA96 Auto Wind - BS6399-95 Auto Wind - Chinese 2002 Auto Wind - Eurocode1 2005 Auto Wind - IS875-1987 Auto Wind - Mexican Auto Wind - NBCC 2005 Auto Wind - NBCC95 Auto Wind - UBC94 Auto Wind - UBC97 Auto Wind - User Auto Wind Exposure For Horizontal Diaphragms Auto Wind Loads To Groups Auto Wind Loads To Horizontal Diaphragms Auto Wind Loads To Joints Bridge Design Preferences - JTG-D62-2004 Bridge Design Preferences - AASHTOLRFD07 Bridge DesReqSeismic 01 - General Bridge DesReqSeismic 02 - Gravity Load Case Bridge DesReqSeismic 03 - Modal And RS Load Cases Bridge DesReqSeismic 04 - Pushover Load Case Bridge DesReqSuper 01 - General Bridge DesReqSuper 02 - Station Ranges Bridge DesReqSuper 03 - Demand Sets Bridge DesReqSuper 04 - Param - AASHTOSTD02 - CBoxStress Bridge DesReqSuper 08 - Param - AASHTOLRFD07 - CBoxStress Bridge DesReqSuper 09 - Param - AASHTOLRFD07 - CBoxShear Bridge DesReqSuper 10 - Param - AASHTOLRFD07 - CBoxFlexure Bridge DesReqSuper 11 - Param - AASHTOLRFD07 - CBoxPrinc Bridge DesReqSuper 12 - Param - JTG-D62-2004 - CBoxStress Bridge DesReqSuper 13 - Param - JTG-D62-2004 - CBoxCrkStress Bridge DesReqSuper 14 - Param - JTG-D62-2004 - CBoxFlexure Bridge DesReqSuper 15 - Param - JTG-D62-2004 - CBoxShear Bridge DesReqSuper 16 - Param - JTG-D62-2004 - CBoxPrinc Hyper-Linked Contents Page 2 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Bridge DesReqSuper 17 - Param - JTG-D62-2004 - CBoxCrkPrinc Bridge DesReqSuper 18 - Demand - AASHTOSTD02 - CBoxStress Bridge DesReqSuper 25 - LLDF - AASHTOLRFD07 Bridge DesReqSuper 26 - Param - AASHTOLRFD07 - PCCompStress Bridge DesReqSuper 27 - Param - AASHTOLRFD07 - PCCompShear Bridge DesReqSuper 28 - Param - AASHTOLRFD07 - PCCompFlexure Bridge Abutment Definitions Bridge Bearing Definitions Bridge Bent Definitions 1 - General Bridge Bent Definitions 2 - Column Data Bridge Diaphragm Definitions Bridge Foundation Spring Definitions Bridge Layout Line 1 - General Bridge Layout Line 2 - Horizontal Layout Data Bridge Layout Line 3 - Vertical Layout Data Bridge Layout Line 4 - Layout Line Points Bridge Model Summary 01 - Bearing Supports Bridge Object Definitions 01 - General Bridge Object Definitions 02 - Reference Line Bridge Object Definitions 03 - Spans 1 - General Bridge Object Definitions 04 - Spans 2 - Parametric Variations Bridge Object Definitions 05 - Spans 3 - User Variations Bridge Object Definitions 06 - Abutments Bridge Object Definitions 07 - Bents Bridge Object Definitions 08 - Hinges Bridge Object Definitions 09 - Super Elevation 1 - General Bridge Object Definitions 10 - Super Elevation 2 - User Bridge Object Definitions 11 - Prestress 1 - General Bridge Object Definitions 12 - Prestress 2 - Vertical Layout Bridge Object Definitions 13 - Prestress 3 - Horizontal Layout Bridge Object Definitions 14 - Diaphragms Bridge Object Definitions 15 - Update Data Bridge Object Definitions 16 - Discretization Points Bridge Object Definitions 17 - Abutment Overwrites Bridge Object Definitions 18 - Bent Bearing Overwrites Bridge Object Definitions 19 - Bent Superstructure Overwrites Bridge Object Definitions 20 - Hinge Overwrites Bridge Object Definitions 21 - Temperature Loads Bridge Parametric Variation Definitions Bridge Preferences Bridge Response Bridge Restrainer Definitions Bridge Section Cuts 01 - General Bridge Section Cuts 02 - Groups Bridge Section Cuts 03 - Stress Points Bridge Section Cuts 04 - Girder Data - General Bridge Section Cuts 05 - Girder Data - Groups Bridge Section Definitions 02 - Concrete Box Girder Bridge Section Definitions 03 - Concrete Tee Beam Bridge Section Definitions 04 - Concrete Flat Slab Bridge Section Definitions 05 - Steel Girders 1 - General Hyper-Linked Contents Page 3 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Bridge Section Definitions 06 - Steel Girders 2 - Spacing Bridge Section Definitions 07 - Steel Girders 3 - Haunches Bridge Section Definitions 08 - Steel Girders 4 - Sections Bridge Section Definitions 09 - PCC I Girders 1 - General Bridge Section Definitions 10 - PCC I Girders 2 - Spacing Bridge Section Definitions 11 - PCC I Girders 3 - Haunches Bridge Section Definitions 12 - PCC I Girders 4 - Sections Bridge Section Definitions 13 - PCC U Girders 1 - General Bridge Section Definitions 14 - PCC U Girders 2 - Spacing Bridge Section Definitions 15 - PCC U Girders 3 - Haunches Bridge Section Definitions 16 - PCC U Girders 4 - Sections Bridge Section Definitions 17 - Adv Box Gird 1 - General Bridge Section Definitions 18 - Adv Box Gird 2 - Girder Spacing Bridge Section Definitions 19 - Adv Box Gird 3 - Exterior Girder Bridge Section Definitions 20 - Adv Box Gird 4 - Interior Girder Bridge Section Definitions 21 - Adv Box Gird 5 - Slab Thickness Bridge Section Definitions - Girder Output Location Data Bridge Temperature Gradient Definitions 01 - General Bridge Temperature Gradient Definitions 02 - User Distances Bridge Temperature Gradient Definitions 03 - User Temperatures Cable Added Mass Assignments Cable Insertion Point Assignments Cable Loads - Deformation Cable Loads - Distributed Cable Loads - Gravity Cable Loads - Strain Cable Loads - Target Force Cable Loads - Temperature Cable Material Temperatures Cable Output Station Assignments Cable Property Modifiers Cable Property Modifier Definitions Cable Section Assignments Cable Section Definitions Cable Shape Data Cable Vehicle Response Component Overwrites Case - Buckling 1 - General Case - Buckling 2 - Load Assignments Case - Direct History 1 - General Case - Direct History 2 - Load Assignments Case - Direct History 3 - Proportional Damping Case - Direct History 4 - Integration Parameters Case - Direct History 5 - Nonlinear Parameters Case - Modal 1 - General Case - Modal 2 - Load Assignments - Eigen Case - Modal 3 - Load Assignments - Ritz Case - Modal History 1 - General Case - Modal History 2 - Load Assignments Case - Modal History 3 - Interpolated Damping Case - Modal History 4 - Proportional Damping Case - Modal History 5 - Damping Overrides Hyper-Linked Contents Page 4 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Case - Modal History 6 - Nonlinear Parameters Case - Moving Load 1 - Lane Assignments Case - Moving Load 2 - Lanes Loaded Case - Moving Load 3 - MultiLane Factors Case - Multistep Static 1 - Load Assignments Case - Power Spectral Density 1 - General Case - Power Spectral Density 2 - Load Assignments Case - Power Spectral Density 3 - Added Frequencies General Case - Power Spectral Density 4 - Added Frequency Deviations Case - Power Spectral Density 5 - Added Specified Frequencies Case - Power Spectral Density 6 - Constant Damping Case - Power Spectral Density 7 - Interpolated Damping Case - Response Spectrum 1 - General Case - Response Spectrum 2 - Load Assignments Case - Response Spectrum 3 - Interpolated Damping Case - Response Spectrum 4 - Proportional Damping Case - Response Spectrum 5 - Damping Overrides Case - Response Spectrum 6 - Eccentricity Overrides Case - Static 1 - Load Assignments Case - Static 2 - Nonlinear Load Application Case - Static 4 - Nonlinear Parameters Case - Static 5 - Nonlinear Stage Definitions Case - Static 6 - Nonlinear Stage Data Case - Steady State 1 - General Case - Steady State 2 - Load Assignments Case - Steady State 3 - Added Frequencies General Case - Steady State 4 - Added Frequency Deviations Case - Steady State 5 - Added Specified Frequencies Case - Steady State 6 - Constant Damping Case - Steady State 7 - Interpolated Damping Combination Definitions Connectivity - Area Connectivity - Cable Connectivity - Frame Connectivity - Link Connectivity - Solid Connectivity - Tendon Constraint Definitions - Beam Constraint Definitions - Body Constraint Definitions - Bridge Object Flags Constraint Definitions - Diaphragm Constraint Definitions - Equal Constraint Definitions - Line Constraint Definitions - Local Constraint Definitions - Plate Constraint Definitions - Rod Constraint Definitions - Weld Coordinate Systems Database Documentation Database Field Names Database Format Types Hyper-Linked Contents Page 5 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Database Table Names Frame Added Mass Assignments Frame Auto Mesh Assignments Frame Bridge Object Flags Frame Curve Data Frame Design Bracing - Point Frame Design Bracing - Uniform Frame Design Procedures Frame End Skew Angle Assignments Frame Fireproofing Assignments Frame Hinge Assigns 01 - Overview Frame Hinge Assigns 02 - User Defined Properties Frame Hinge Assigns 03 - Auto Caltrans - Flexural Hinge Frame Hinge Assigns 04 - Auto FEMA 356 - Concrete Beam Frame Hinge Assigns 05 - Auto FEMA 356 - Concrete Column Frame Hinge Assigns 06 - Auto FEMA 356 - Steel Beam Frame Hinge Assigns 07 - Auto FEMA 356 - Steel Column Frame Hinge Assigns 08 - Auto FEMA 356 - Steel Brace Frame Hinge Assigns 09 - Hinge Overwrites Frame Insertion Point Assignments Frame Joint Offsets - Bridge Object Flags Frame Loads - Deformation Frame Loads - Distributed Frame Loads - Gravity Frame Loads - Open Structure Wind Frame Loads - Point Frame Loads - Strain Frame Loads - Target Force Frame Loads - Temperature Frame Local Axes Assignments 1 - Typical Frame Local Axes Assignments 2 - Advanced Frame Material Temperatures Frame Offset Along Length Assignments Frame Output Station Assignments Frame P-Delta Force Assignments Frame Property Modifiers Frame Property Modifier Definitions Frame Release Assignments 1 - General Frame Release Assignments 2 - Partial Fixity Frame Release Definitions Frame Section Assignments Frame Section Properties 01 - General Frame Section Properties 02 - Concrete Column Frame Section Properties 03 - Concrete Beam Frame Section Properties 04 - Auto Select Frame Section Properties 05 - Nonprismatic Frame Section Properties 06 - Polygon Data Frame Section Properties 07 - BU I Cover Plate Frame Section Properties 08 - PCC I Girder Frame Section Properties 09 - PCC U Girder Frame Section Properties 10 - Steel Joist General Hyper-Linked Contents Page 6 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Frame Section Properties 11 - Steel Joist Data Frame Section Properties - Bridge Object Flags Frame Spring Assignments Frame Tension And Compression Limits Frame Vehicle Response Component Overwrites Function - Plot Functions Function - Power Spectral Density - From File Function - Power Spectral Density - User Function - Response Spectrum - AASHTO 2006 Function - Response Spectrum - AASHTO 2007 Function - Response Spectrum - AS 1170 2007 Function - Response Spectrum - BOCA96 Function - Response Spectrum - Chinese 2002 Function - Response Spectrum - EuroCode8 Function - Response Spectrum - EuroCode8 2004 Function - Response Spectrum - From File Function - Response Spectrum - IBC2003 Function - Response Spectrum - IBC2006 Function - Response Spectrum - IS1893:2002 Function - Response Spectrum - Italian 3274 Function - Response Spectrum - NBCC 2005 Function - Response Spectrum - NBCC95 Function - Response Spectrum - NCHRP 20-07 Function - Response Spectrum - NEHRP97 Function - Response Spectrum - NZS 1170 2004 Function - Response Spectrum - NZS4203 Function - Response Spectrum - UBC94 Function - Response Spectrum - UBC97 Function - Response Spectrum - User Function - Steady State - From File Function - Steady State - User Function - Time History - Cosine Function - Time History - From File Function - Time History - Ramp Function - Time History - Sawtooth Function - Time History - Sine Function - Time History - Triangular Function - Time History - User Function - Time History - User Periodic General Grids Generalized Displacement Definitions 1 - Translational Generalized Displacement Definitions 2 - Rotational General Reference Line 01 - General General Reference Line 02 - Plan Points General Reference Line 03 - Elevation Points General Reference Line 04 - Discretized Coordinates Grid Lines Groups 1 - Definitions Groups 2 - Assignments Groups 3 - Masses and Weights Groups 4 - Bridge Object Flags Hyper-Linked Contents Page 7 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Hinges Def 01 - Overview Hinges Def 02 - Noninteracting - Deform Control - General Hinges Def 03 - Noninteracting - Deform Control - Force-Deform Hinges Def 04 - Noninteracting - Deform Control - Acceptance Hinges Def 05 - Noninteracting - Force Control Hinges Def 06 - Interacting - Deform Control - General Hinges Def 07 - Interacting - Deform Control - Fs and Angs Hinges Def 08 - Interacting - Deform Control - Force-Deform Hinges Def 09 - Interacting - Deform Control - Acceptance Hinges Def 10 - Interacting - Force Control Hinges Def 11 - Interacting - Interaction Surface - General Hinges Def 12 - Interacting - Interaction Surface - Data Hinges Def 13 - Fiber - General Hinges Def 14 - Fiber - Fiber Data Hinges Gen 01 - Overview Hinges Gen 02 - Noninteracting - Deform Control - General Hinges Gen 03 - Noninteracting - Deform Control - Force-Deform Hinges Gen 04 - Noninteracting - Deform Control - Acceptance Hinges Gen 05 - Noninteracting - Force Control Hinges Gen 06 - Interacting - Deform Control - General Hinges Gen 07 - Interacting - Deform Control - Fs and Angs Hinges Gen 08 - Interacting - Deform Control - Force-Deform Hinges Gen 09 - Interacting - Deform Control - Acceptance Hinges Gen 10 - Interacting - Force Control Hinges Gen 11 - Interacting - Interaction Surface - General Hinges Gen 12 - Interacting - Interaction Surface - Data Hinges Gen 13 - Fiber - General Hinges Gen 14 - Fiber - Fiber Data Joint Added Mass Assignments Joint Added Mass By Weight Assignments Joint Added Mass By Volume Assignments Joint Bridge Object Flags Joint Constraint Assignments Joint Coordinates Joint Loads - Force Joint Loads - Ground Displacement Joint Local Axes Assignments 1 - Typical Joint Local Axes Assignments 2 - Advanced Joint Merge Number Assignments Joint Panel Zone Assignments Joint Pattern Assignments Joint Pattern Definitions Joint Punching Load Assignments Joint Restraint Assignments Joint Spring Assignments 1 - Uncoupled Joint Spring Assignments 2 - Coupled Joint Vehicle Response Component Overwrites Lane Centerline Points Lane Definition Data Link Bridge Object Flags Link Frequency Dependent Properties 01 - General Hyper-Linked Contents Page 8 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Link Frequency Dependent Properties 02 - Details Link Loads - Deformation Link Loads - Gravity Link Loads - Target Force Link Local Axes Assignments 1 - Typical Link Local Axes Assignments 2 - Advanced Link Property Assignments Link Property Definitions 01 - General Link Property Definitions 02 - Linear Link Property Definitions 03 - MultiLinear Link Property Definitions 04 - Damper Link Property Definitions 05 - Gap Link Property Definitions 06 - Hook Link Property Definitions 07 - Rubber Isolator Link Property Definitions 08 - Sliding Isolator Link Property Definitions 09 - TC Sliding Isolator Link Property Definitions 10 - Plastic (Wen) Link Property Definitions 11 - Multilinear Plastic Link Property Definitions - Bridge Object Flags Link Vehicle Response Component Overwrites Load Case Definitions Load Pattern Definitions Masses 1 - Mass Source Material List 1 - By Object Type Material List 2 - By Section Property Material Properties 01 - General Material Properties 01T - Material Temperatures Material Properties 02 - Basic Mechanical Properties Material Properties 03a - Steel Data Material Properties 03b - Concrete Data Material Properties 03c - Aluminum Data Material Properties 03d - Cold Formed Data Material Properties 03e - Rebar Data Material Properties 03f - Tendon Data Material Properties 03g - Other Data Material Properties 04 - User Stress-Strain Curves Material Properties 05a - Time Dependence - CEB-FIP 90 Material Properties 06 - Damping Parameters Material Properties 07 - Thermal Properties Multi-Step Moving Load 1 - General Multi-Step Moving Load 2 - Vehicle Data Named Sets - Database Tables 1 - General Named Sets - Database Tables 2 - Selections Named Sets - Virtual Work Named Sets - Plot Function Traces 1 - General Named Sets - Plot Function Traces 2 - Vertical Functions Named Sets - Pushover Named Sets - Response Spectrum 1 - General Named Sets - Response Spectrum 2 - Joints Named Sets - Response Spectrum 3 - Damping Named Sets - Response Spectrum 4 - User Freq/Periods Hyper-Linked Contents Page 9 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Options - Colors - Display Options - Colors - Output Overwrites - Aluminum Design - AA-ASD 2000 Overwrites - Aluminum Design - AA-LRFD 2000 Overwrites - Auto Wave Loads - Cable Overwrites - Auto Wave Loads - Frame Overwrites - Auto Wind Loads - Cable Overwrites - Auto Wind Loads - Frame Overwrites - Cold Formed Design - AISI-ASD96 Overwrites - Cold Formed Design - AISI-LRFD96 Overwrites - Concrete Design - ACI 318-02 Overwrites - Concrete Design - ACI 318-05/IBC2003 Overwrites - Concrete Design - ACI 318-99 Overwrites - Concrete Design - AS 3600-01 Overwrites - Concrete Design - BS8110 89 Overwrites - Concrete Design - BS8110 97 Overwrites - Concrete Design - Chinese 2002 Overwrites - Concrete Design - CSA-A233-04 Overwrites - Concrete Design - CSA-A233-94 Overwrites - Concrete Design - EUROCODE 2-1992 Overwrites - Concrete Design - Eurocode 2-2004 Overwrites - Concrete Design - Hong Kong CP 2004 Overwrites - Concrete Design - Indian IS 456-2000 Overwrites - Concrete Design - Italian DM 14-2-92 Overwrites - Concrete Design - KCI-1999 Overwrites - Concrete Design - Mexican RCDF 2001 Overwrites - Concrete Design - NZS 3101-95 Overwrites - Concrete Design - Singapore CP 65-99 Overwrites - Concrete Design - UBC97 Overwrites - Steel Design - AISC360-05-IBC2006 Overwrites - Steel Design - AISC-ASD01 Overwrites - Steel Design - AISC-ASD89 Overwrites - Steel Design - AISC-LRFD93 Overwrites - Steel Design - AISC-LRFD99 Overwrites - Steel Design - API RP2A-LRFD 97 Overwrites - Steel Design - API RP2A-WSD2000 Overwrites - Steel Design - ASCE 10-97 Overwrites - Steel Design - BS5950 2000 Overwrites - Steel Design - BS5950 90 Overwrites - Steel Design - CAN-CSA-S16-01 Overwrites - Steel Design - Chinese 2002 Overwrites - Steel Design - CISC 95 Overwrites - Steel Design - EUROCODE 3-1993 Overwrites - Steel Design - Eurocode 3-2005 Overwrites - Steel Design - Indian IS:800-1998 Overwrites - Steel Design - Italian UNI 10011 Overwrites - Steel Design - UBC97-ASD Overwrites - Steel Design - UBC97-LRFD Preferences - Aluminum Design - AA-ASD 2000 Preferences - Aluminum Design - AA-LRFD 2000 Preferences - Cold Formed Design - AISI-ASD96 Hyper-Linked Contents Page 10 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Preferences - Cold Formed Design - AISI-LRFD96 Preferences - Concrete Design - ACI 318-02 Preferences - Concrete Design - ACI 318-05/IBC2003 Preferences - Concrete Design - ACI 318-99 Preferences - Concrete Design - AS 3600-01 Preferences - Concrete Design - BS8110 89 Preferences - Concrete Design - BS8110 97 Preferences - Concrete Design - Chinese 2002 Preferences - Concrete Design - CSA-A233-04 Preferences - Concrete Design - CSA-A233-94 Preferences - Concrete Design - EUROCODE 2-1992 Preferences - Concrete Design - Eurocode 2-2004 Preferences - Concrete Design - Hong Kong CP 2004 Preferences - Concrete Design - Indian IS 456-2000 Preferences - Concrete Design - Italian DM 14-2-92 Preferences - Concrete Design - KCI-1999 Preferences - Concrete Design - Mexican RCDF 2001 Preferences - Concrete Design - NZS 3101-95 Preferences - Concrete Design - Singapore CP 65-99 Preferences - Concrete Design - UBC97 Preferences - Dimensional Preferences - Steel Design - AISC360-05-IBC2006 Preferences - Steel Design - AISC-ASD01 Preferences - Steel Design - AISC-ASD89 Preferences - Steel Design - AISC-LRFD93 Preferences - Steel Design - AISC-LRFD99 Preferences - Steel Design - API RP2A-LRFD 97 Preferences - Steel Design - API RP2A-WSD2000 Preferences - Steel Design - ASCE 10-97 Preferences - Steel Design - BS5950 2000 Preferences - Steel Design - BS5950 90 Preferences - Steel Design - CAN-CSA-S16-01 Preferences - Steel Design - Chinese 2002 Preferences - Steel Design - CISC 95 Preferences - Steel Design - EUROCODE 3-1993 Preferences - Steel Design - Eurocode 3-2005 Preferences - Steel Design - Indian IS:800-1998 Preferences - Steel Design - Italian UNI 10011 Preferences - Steel Design - UBC97-ASD Preferences - Steel Design - UBC97-LRFD Program Control Project Information Pushover Parameters - ATC40 Pushover Parameters - Axis Data Pushover Parameters - FEMA356 Pushover Parameters - FEMA440 Displacement Modification Pushover Parameters - FEMA440 Equivalent Linearization Pushover Parameters - FEMA440 Soil Structure Interaction Pushover Parameters - Force Displacement Rebar Sizes SD Stress-Strain 01 - Rebar Park Hyper-Linked Contents Page 11 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation SD Stress-Strain 02 - Rebar Simple SD Stress-Strain 03 - Structural Steel SD Stress-Strain 04 - Concrete Simple SD Stress-Strain 05 - Concrete Mander Unconfined SD Stress-Strain 06 - Concrete Mander Confined Circle SD Stress-Strain 07 - Concrete Mander Confined Rectangle Section Cuts 1 - General Section Cuts 2 - Advanced Local Axes Section Cuts 3 - Quadrilateral Definitions Section Designer Properties 01 - General Section Designer Properties 02 - Reinforcing At Shape Edges Section Designer Properties 03 - Reinforcing At Shape Corners Section Designer Properties 04 - Shape I/Wide Flange Section Designer Properties 05 - Shape Channel Section Designer Properties 06 - Shape Tee Section Designer Properties 07 - Shape Angle Section Designer Properties 08 - Shape Double Angle Section Designer Properties 09 - Shape Box/Tube Section Designer Properties 10 - Shape Pipe Section Designer Properties 11 - Shape Plate Section Designer Properties 12 - Shape Solid Rectangle Section Designer Properties 13 - Shape Solid Circle Section Designer Properties 14 - Shape Solid Segment Section Designer Properties 15 - Shape Solid Sector Section Designer Properties 16 - Shape Polygon Section Designer Properties 17 - Shape Reinforcing Single Section Designer Properties 18 - Shape Reinforcing Line Section Designer Properties 19 - Shape Reinforcing Rectangle Section Designer Properties 20 - Shape Reinforcing Circle Section Designer Properties 21 - Shape Reference Line Section Designer Properties 22 - Shape Reference Circle Section Designer Properties 23 - Shape Caltrans Square Section Designer Properties 24 - Shape Caltrans Circle Section Designer Properties 25 - Shape Caltrans Hexagon Section Designer Properties 26 - Shape Caltrans Octagon Section Designer Properties 27 - Caltrans Longitudinal Rebar Section Designer Properties 28 - Caltrans Longitudinal Tendons Section Designer Properties 29 - Caltrans Confinement Rebar Section Designer Properties 30 - Fiber General Solid Auto Mesh Assignments Solid Bridge Object Flags Solid Edge Constraint Assignments Solid Loads - Gravity Solid Loads - Pore Pressure Solid Loads - Strain Solid Loads - Surface Pressure Solid Loads - Temperature Solid Local Axes Assignments 1 - Typical Solid Local Axes Assignments 2 - Advanced Solid Material Temperatures Solid Property Assignments Hyper-Linked Contents Page 12 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Solid Property Definitions Solid Property Definitions - Bridge Object Flags Solid Spring Assignments Solid Vehicle Response Component Overwrites Tables Automatically Saved After Analysis Tendon Bridge Object Flags Tendon Layout Data 01 - General Tendon Layout Data 02 - Segments Tendon Loads - Deformation Tendon Loads - Gravity Tendon Loads - Strain Tendon Loads - Target Force Tendon Loads - Temperature Tendon Loads - Tension Force Or Stress Tendon Local Axes Assignments 1 - Typical Tendon Material Temperatures Tendon Section Assignments Tendon Section Definitions Tendon Section Definitions - Bridge Object Flags Tendon Tension And Compression Limits Tendon Vehicle Response Component Overwrites Vehicles 1 - Standard Vehicles Vehicles 2 - General Vehicles 1 - General Vehicles 3 - General Vehicles 2 - Loads Vehicles 4 - Vehicle Classes Vehicles 5 - Vehicle Length Effect Factors Assembled Joint Masses Base Reactions Bridge Object Forces Bridge Object Girder Forces Buckling Factors Element Deformations - Links Element Deformations - Panel Zones Element Virtual Work Element Forces - Area Shells Element Forces - Frames Element Forces - Links Element Forces - Panel Zones Element Joint Forces - Areas Element Joint Forces - Frames Element Joint Forces - Links Element Joint Forces - Solids Element Stresses - Area Asolids Element Stresses - Area Planes Element Stresses - Area Shells Element Stresses - Area Shell Layers Element Stresses - Solids Frame Fiber Hinge States 01 - Overall Hinge Frame Fiber Hinge States 02 - Individual Fibers Frame Hinge States Joint Accelerations - Absolute Hyper-Linked Contents Page 13 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Joint Accelerations - Relative Joint Displacements Joint Displacements - Absolute Joint Displacements - Generalized Joint Reactions Joint Time History Response Spectra Joint Velocities - Absolute Joint Velocities - Relative Modal Load Participation Ratios Modal Participating Mass Ratios Modal Participation Factors Modal Periods And Frequencies Objects And Elements - Areas Objects And Elements - Frames Objects And Elements - Joints Objects And Elements - Links Objects And Elements - Solids Plot Function Traces Pushover Results - Force Displacement Pushover Results - ATC40 Pushover Results - FEMA356 Pushover Results - FEMA440 Displacement Modification Pushover Results - FEMA440 Equivalent Linearization Response Spectrum Modal Information Section Cut Forces - Analysis Section Cut Forces - Design Total Energy Components Aluminum Design 1 - Summary Data - AA-ASD 2000 Aluminum Design 1 - Summary Data - AA-LRFD 2000 Aluminum Design 2 - PMM Details - AA-ASD 2000 Aluminum Design 2 - PMM Details - AA-LRFD 2000 Aluminum Design 3 - Shear Details - AA-ASD 2000 Aluminum Design 3 - Shear Details - AA-LRFD 2000 Aluminum Design 4 - Buckling Constants - AA-ASD 2000 Aluminum Design 4 - Buckling Constants - AA-LRFD 2000 Aluminum Details 1 - Summary Data - AA-ASD 2000 Aluminum Details 1 - Summary Data - AA-LRFD 2000 Aluminum Details 2 - PMM Details - AA-ASD 2000 Aluminum Details 2 - PMM Details - AA-LRFD 2000 Aluminum Details 3 - Shear Details - AA-ASD 2000 Aluminum Details 3 - Shear Details - AA-LRFD 2000 Aluminum Details 4 - Buckling Constants - AA-ASD 2000 Aluminum Details 4 - Buckling Constants - AA-LRFD 2000 API Punch Check 1 - Summary Data - API RP2A-LRFD 97 API Punch Check 1 - Summary Data - API RP2A-WSD2000 API Punch Check 2 - Nominal Load Method - API RP2A-LRFD 97 API Punch Check 2 - Punching Shear Method - API RP2A-WSD2000 API Punch Check 2 - Nominal Load Method - API RP2A-WSD2000 API Punch Details 1 - Summary Data - API RP2A-LRFD 97 API Punch Details 1 - Summary Data - API RP2A-WSD2000 API Punch Details 2 - Nominal Load Method - API RP2A-LRFD 97 Hyper-Linked Contents Page 14 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation API Punch Details 2 - Punching Shear Method - API RP2A-WSD2000 API Punch Details 2 - Nominal Load Method - API RP2A-WSD2000 Bridge Seismic Design 01 - Bent D-C - AASHTOLRFD07 Bridge Seismic Design 02 - Bent Column Force Demand Bridge Seismic Design 03 - Bent Column Idealized Moment Capacity Bridge Seismic Design 04 - Bent Column Cracked Properties Bridge Seismic Design 05 - Support Bearing Demand - Forces Bridge Seismic Design 06 - Support Bearing Demand - Deformations Bridge Seismic Design 07 - Support Length Demand - Unscaled Bridge Super Design 01 - Design Result Status Bridge Super Design 02 - AASHTOSTD02 - CBoxStress Bridge Super Design 03 - AASHTOLRFD07 - CBoxStress Bridge Super Design 04 - AASHTOLRFD07 - CBoxShear-SectProp Bridge Super Design 05 - AASHTOLRFD07 - CBoxShear-SectResult Bridge Super Design 06 - AASHTOLRFD07 - CBoxShear-WebProp Bridge Super Design 07 - AASHTOLRFD07 - CBoxShear-WebResult Bridge Super Design 08 - AASHTOLRFD07 - CBoxFlexure Bridge Super Design 09 - AASHTOLRFD07 - CBoxPrinc Bridge Super Design 10 - JTG-D62-2004 - CBoxStress Bridge Super Design 11 - JTG-D62-2004 - CBoxCrkStress Bridge Super Design 12 - JTG-D62-2004 - CBoxFlexure Bridge Super Design 13 - JTG-D62-2004 - CBoxShear-SectProp Bridge Super Design 14 - JTG-D62-2004 - CBoxShear-SectResult Bridge Super Design 15 - JTG-D62-2004 - CBoxShear-WebProp Bridge Super Design 16 - JTG-D62-2004 - CBoxShear-WebResult Bridge Super Design 17 - JTG-D62-2004 - CBoxPrinc Bridge Super Design 18 - JTG-D62-2004 - CBoxCrkPrinc Bridge Super Design 19 - AASHTOLRFD07 - PCCompStress Bridge Super Design 20 - AASHTOLRFD07 - PCCompShear-Prop Bridge Super Design 21 - AASHTOLRFD07 - PCCompShear-Result Bridge Super Design 22 - AASHTOLRFD07 - PCCompFlexure Cold Formed Design 1 - Summary Data - AISI-ASD96 Cold Formed Design 1 - Summary Data - AISI-LRFD96 Cold Formed Design 2 - PMM Details - AISI-ASD96 Cold Formed Design 2 - PMM Details - AISI-LRFD96 Cold Formed Design 3 - Shear Details - AISI-ASD96 Cold Formed Design 3 - Shear Details - AISI-LRFD96 Cold Formed Details 1 - Summary Data - AISI-ASD96 Cold Formed Details 1 - Summary Data - AISI-LRFD96 Cold Formed Details 2 - PMM Details - AISI-ASD96 Cold Formed Details 2 - PMM Details - AISI-LRFD96 Cold Formed Details 3 - Shear Details - AISI-ASD96 Cold Formed Details 3 - Shear Details - AISI-LRFD96 Concrete Design 1 - Column Summary Data - ACI 318-02 Concrete Design 1 - Column Summary Data - ACI 318-05/IBC2003 Concrete Design 1 - Column Summary Data - ACI 318-99 Concrete Design 1 - Column Summary Data - AS 3600-01 Concrete Design 1 - Column Summary Data - BS8110 89 Concrete Design 1 - Column Summary Data - BS8110 97 Concrete Design 1 - Column Summary Data - Chinese 2002 Concrete Design 1 - Column Summary Data - CSA A233-04 Hyper-Linked Contents Page 15 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Concrete Design 1 - Column Summary Data - CSA-A233-94 Concrete Design 1 - Column Summary Data - EUROCODE 2-1992 Concrete Design 1 - Column Summary Data - Eurocode 2-2004 Concrete Design 1 - Column Summary Data - Hong Kong CP 2004 Concrete Design 1 - Column Summary Data - Indian IS 456-2000 Concrete Design 1 - Column Summary Data - Italian DM 14-2-92 Concrete Design 1 - Column Summary Data - KCI-1999 Concrete Design 1 - Column Summary Data - Mexican RCDF 2001 Concrete Design 1 - Column Summary Data - NZS 3101-95 Concrete Design 1 - Column Summary Data - Singapore CP 65:99 Concrete Design 1 - Column Summary Data - UBC97 Concrete Design 2 - Beam Summary Data - ACI 318-02 Concrete Design 2 - Beam Summary Data - ACI 318-05/IBC2003 Concrete Design 2 - Beam Summary Data - ACI 318-99 Concrete Design 2 - Beam Summary Data - AS 3600-01 Concrete Design 2 - Beam Summary Data - BS8110 89 Concrete Design 2 - Beam Summary Data - BS8110 97 Concrete Design 2 - Beam Summary Data - Chinese 2002 Concrete Design 2 - Beam Summary Data - CSA A233-04 Concrete Design 2 - Beam Summary Data - CSA-A233-94 Concrete Design 2 - Beam Summary Data - EUROCODE 2-1992 Concrete Design 2 - Beam Summary Data - Eurocode 2-2004 Concrete Design 2 - Beam Summary Data - Hong Kong CP 2004 Concrete Design 2 - Beam Summary Data - Indian IS 456-2000 Concrete Design 2 - Beam Summary Data - Italian DM 14-2-92 Concrete Design 2 - Beam Summary Data - KCI-1999 Concrete Design 2 - Beam Summary Data - Mexican RCDF 2001 Concrete Design 2 - Beam Summary Data - NZS 3101-95 Concrete Design 2 - Beam Summary Data - Singapore CP 65:99 Concrete Design 2 - Beam Summary Data - UBC97 Concrete Design 3 - Joint Summary Data - ACI 318-02 Concrete Design 3 - Joint Summary Data - ACI 318-05/IBC2003 Concrete Design 3 - Joint Summary Data - ACI 318-99 Concrete Design 3 - Joint Summary Data - AS 3600-01 Concrete Design 3 - Joint Summary Data - BS8110 89 Concrete Design 3 - Joint Summary Data - BS8110 97 Concrete Design 3 - Joint Summary Data - CSA A233-04 Concrete Design 3 - Joint Summary Data - CSA-A233-94 Concrete Design 3 - Joint Summary Data - EUROCODE 2-1992 Concrete Design 3 - Joint Summary Data - Eurocode 2-2004 Concrete Design 3 - Joint Summary Data - Hong Kong CP 2004 Concrete Design 3 - Joint Summary Data - Indian IS 456-2000 Concrete Design 3 - Joint Summary Data - Italian DM 14-2-92 Concrete Design 3 - Joint Summary Data - KCI-1999 Concrete Design 3 - Joint Summary Data - Mexican RCDF 2001 Concrete Design 3 - Joint Summary Data - NZS 3101-95 Concrete Design 3 - Joint Summary Data - Singapore CP 65:99 Concrete Design 3 - Joint Summary Data - UBC97 Concrete Details 1 - Column Summary Data - ACI 318-02 Concrete Details 1 - Column Summary Data - ACI 318-05/IBC2003 Concrete Details 1 - Column Summary Data - ACI 318-99 Hyper-Linked Contents Page 16 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Concrete Details 1 - Column Summary Data - AS 3600-01 Concrete Details 1 - Column Summary Data - BS8110 89 Concrete Details 1 - Column Summary Data - BS8110 97 Concrete Details 1 - Column Summary Data - Chinese 2002 Concrete Details 1 - Column Summary Data - CSA A233-04 Concrete Details 1 - Column Summary Data - CSA-A233-94 Concrete Details 1 - Column Summary Data - EUROCODE 2-1992 Concrete Details 1 - Column Summary Data - Eurocode 2-2004 Concrete Details 1 - Column Summary Data - Hong Kong CP 2004 Concrete Details 1 - Column Summary Data - Indian IS 456-2000 Concrete Details 1 - Column Summary Data - Italian DM 14-2-92 Concrete Details 1 - Column Summary Data - KCI-1999 Concrete Details 1 - Column Summary Data - Mexican RCDF 2001 Concrete Details 1 - Column Summary Data - NZS 3101-95 Concrete Details 1 - Column Summary Data - Singapore CP 65:99 Concrete Details 1 - Column Summary Data - UBC97 Concrete Details 2 - Beam Summary Data - ACI 318-02 Concrete Details 2 - Beam Summary Data - ACI 318-05/IBC2003 Concrete Details 2 - Beam Summary Data - ACI 318-99 Concrete Details 2 - Beam Summary Data - AS 3600-01 Concrete Details 2 - Beam Summary Data - BS8110 89 Concrete Details 2 - Beam Summary Data - BS8110 97 Concrete Details 2 - Beam Summary Data - Chinese 2002 Concrete Details 2 - Beam Summary Data - CSA A233-04 Concrete Details 2 - Beam Summary Data - CSA-A233-94 Concrete Details 2 - Beam Summary Data - EUROCODE 2-1992 Concrete Details 2 - Beam Summary Data - Eurocode 2-2004 Concrete Details 2 - Beam Summary Data - Hong Kong CP 2004 Concrete Details 2 - Beam Summary Data - Indian IS 456-2000 Concrete Details 2 - Beam Summary Data - Italian DM 14-2-92 Concrete Details 2 - Beam Summary Data - KCI-1999 Concrete Details 2 - Beam Summary Data - Mexican RCDF 2001 Concrete Details 2 - Beam Summary Data - NZS 3101-95 Concrete Details 2 - Beam Summary Data - Singapore CP 65:99 Concrete Details 2 - Beam Summary Data - UBC97 Concrete Details 3 - Joint Summary Data - ACI 318-02 Concrete Details 3 - Joint Summary Data - ACI 318-05/IBC2003 Concrete Details 3 - Joint Summary Data - ACI 318-99 Concrete Details 3 - Joint Summary Data - AS 3600-01 Concrete Details 3 - Joint Summary Data - BS8110 89 Concrete Details 3 - Joint Summary Data - BS8110 97 Concrete Details 3 - Joint Summary Data - CSA A233-04 Concrete Details 3 - Joint Summary Data - CSA-A233-94 Concrete Details 3 - Joint Summary Data - EUROCODE 2-1992 Concrete Details 3 - Joint Summary Data - Eurocode 2-2004 Concrete Details 3 - Joint Summary Data - Hong Kong CP 2004 Concrete Details 3 - Joint Summary Data - Indian IS 456-2000 Concrete Details 3 - Joint Summary Data - Italian DM 14-2-92 Concrete Details 3 - Joint Summary Data - KCI-1999 Concrete Details 3 - Joint Summary Data - Mexican RCDF 2001 Concrete Details 3 - Joint Summary Data - NZS 3101-95 Hyper-Linked Contents Page 17 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Concrete Details 3 - Joint Summary Data - Singapore CP 65:99 Concrete Details 3 - Joint Summary Data - UBC97 Steel Design 1 - Summary Data - AISC360-05-IBC2006 Steel Design 1 - Summary Data - AISC-ASD01 Steel Design 1 - Summary Data - AISC-ASD89 Steel Design 1 - Summary Data - AISC-LRFD93 Steel Design 1 - Summary Data - AISC-LRFD99 Steel Design 1 - Summary Data - API RP2A-LRFD 97 Steel Design 1 - Summary Data - API RP2A-WSD2000 Steel Design 1 - Summary Data - ASCE 10-97 Steel Design 1 - Summary Data - BS5950 2000 Steel Design 1 - Summary Data - BS5950 90 Steel Design 1 - Summary Data - Chinese 2002 Steel Design 1 - Summary Data - CAN/CSA-S16-01 Steel Design 1 - Summary Data - CISC 95 Steel Design 1 - Summary Data - EUROCODE 3-1993 Steel Design 1 - Summary Data - Eurocode 3-2005 Steel Design 1 - Summary Data - Indian IS:800-1998 Steel Design 1 - Summary Data - Italian UNI 10011 Steel Design 1 - Summary Data - UBC97-ASD Steel Design 1 - Summary Data - UBC97-LRFD Steel Design 2 - PMM Details - AISC360-05-IBC2006 Steel Design 2 - PMM Details - AISC-ASD01 Steel Design 2 - PMM Details - AISC-ASD89 Steel Design 2 - PMM Details - AISC-LRFD93 Steel Design 2 - PMM Details - AISC-LRFD99 Steel Design 2 - PMM Details - API RP2A-LRFD 97 Steel Design 2 - PMM Details for Pipes - API RP2A-LRFD 97 Steel Design 2 - PMM Details - API RP2A-WSD2000 Steel Design 2 - PMM Details for Pipes - API RP2A-WSD2000 Steel Design 2 - PMM Details - ASCE 10-97 Steel Design 2 - PMM Details for Angles - ASCE 10-97 Steel Design 2 - PMM Details - BS5950 2000 Steel Design 2 - PMM Details - BS5950 90 Steel Design 2 - PMM Details - Chinese 2002 Steel Design 2 - PMM Details - CAN/CSA-S16-01 Steel Design 2 - PMM Details - CISC 95 Steel Design 2 - PMM Details - EUROCODE 3-1993 Steel Design 2 - PMM Details - Eurocode 3-2005 Steel Design 2 - PMM Details - Indian IS:800-1998 Steel Design 2 - PMM Details - Italian UNI 10011 Steel Design 2 - PMM Details - UBC97-ASD Steel Design 2 - PMM Details - UBC97-LRFD Steel Design 3 - Shear Details - AISC360-05-IBC2006 Steel Design 3 - Shear Details - AISC-ASD01 Steel Design 3 - Shear Details - AISC-ASD89 Steel Design 3 - Shear Details - AISC-LRFD93 Steel Design 3 - Shear Details - AISC-LRFD99 Steel Design 3 - Shear Details - API RP2A-LRFD 97 Steel Design 3 - Shear Details - API RP2A-WSD2000 Steel Design 3 - Shear Details - ASCE 10-97 Hyper-Linked Contents Page 18 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Steel Design 3 - Shear Details for Angles - ASCE 10-97 Steel Design 3 - Shear Details - BS5950 2000 Steel Design 3 - Shear Details - BS5950 90 Steel Design 3 - Shear Details - Chinese 2002 Steel Design 3 - Shear Details - CAN/CSA-S16-01 Steel Design 3 - Shear Details - CISC 95 Steel Design 3 - Shear Details - EUROCODE 3-1993 Steel Design 3 - Shear Details - Eurocode 3-2005 Steel Design 3 - Average Shear Details - Indian IS:800-1998 Steel Design 3 - Shear Details - Italian UNI 10011 Steel Design 3 - Shear Details - UBC97-ASD Steel Design 3 - Shear Details - UBC97-LRFD Steel Design 4 - Continuity Plates - AISC360-05-IBC2006 Steel Design 4 - Continuity Plates - AISC-ASD01 Steel Design 4 - Continuity Plates - AISC-ASD89 Steel Design 4 - Continuity Plates - AISC-LRFD93 Steel Design 4 - Continuity Plates - AISC-LRFD99 Steel Design 4 - Continuity Plates - API RP2A-LRFD 97 Steel Design 4 - Continuity Plates - API RP2A-WSD2000 Steel Design 4 - Continuity Plates - ASCE 10-97 Steel Design 4 - Continuity Plates - BS5950 2000 Steel Design 4 - Continuity Plates - BS5950 90 Steel Design 4 - Continuity Plates - CAN/CSA-S16-01 Steel Design 4 - Continuity Plates - CISC 95 Steel Design 4 - Continuity Plates - EUROCODE 3-1993 Steel Design 4 - Continuity Plates - Eurocode 3-2005 Steel Design 4 - Maximum Shear Details - Indian IS:800-1998 Steel Design 4 - Continuity Plates - Italian UNI 10011 Steel Design 4 - Continuity Plates - UBC97-ASD Steel Design 4 - Continuity Plates - UBC97-LRFD Steel Design 5 - Doubler Plates - AISC360-05-IBC2006 Steel Design 5 - Doubler Plates - AISC-ASD01 Steel Design 5 - Doubler Plates - AISC-ASD89 Steel Design 5 - Doubler Plates - AISC-LRFD93 Steel Design 5 - Doubler Plates - AISC-LRFD99 Steel Design 5 - Doubler Plates - API RP2A-LRFD 97 Steel Design 5 - Doubler Plates - API RP2A-WSD2000 Steel Design 5 - Doubler Plates - ASCE 10-97 Steel Design 5 - Doubler Plates - BS5950 2000 Steel Design 5 - Doubler Plates - BS5950 90 Steel Design 5 - Doubler Plates - CAN/CSA-S16-01 Steel Design 5 - Doubler Plates - CISC 95 Steel Design 5 - Doubler Plates - EUROCODE 3-1993 Steel Design 5 - Doubler Plates - Eurocode 3-2005 Steel Design 5 - Equivalent Stress Details - Indian IS:800-1998 Steel Design 5 - Doubler Plates - Italian UNI 10011 Steel Design 5 - Doubler Plates - UBC97-ASD Steel Design 5 - Doubler Plates - UBC97-LRFD Steel Design 6 - Beam/Column Ratios - AISC360-05-IBC2006 Steel Design 6 - Beam/Column Ratios - AISC-ASD01 Steel Design 6 - Beam/Column Ratios - AISC-ASD89 Hyper-Linked Contents Page 19 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Steel Design 6 - Beam/Column Ratios - AISC-LRFD93 Steel Design 6 - Beam/Column Ratios - AISC-LRFD99 Steel Design 6 - Beam/Column Ratios - API RP2A-LRFD 97 Steel Design 6 - Beam/Column Ratios - API RP2A-WSD2000 Steel Design 6 - Beam/Column Ratios - ASCE 10-97 Steel Design 6 - Beam/Column Ratios - BS5950 2000 Steel Design 6 - Beam/Column Ratios - BS5950 90 Steel Design 6 - Beam/Column Ratios - CAN/CSA-S16-01 Steel Design 6 - Beam/Column Ratios - CISC 95 Steel Design 6 - Beam/Column Ratios - EUROCODE 3-1993 Steel Design 6 - Beam/Column Ratios - Eurocode 3-2005 Steel Design 6 - Beam/Column Ratios - Italian UNI 10011 Steel Design 6 - Beam/Column Ratios - UBC97-ASD Steel Design 6 - Beam/Column Ratios - UBC97-LRFD Steel Design 7 - Beam Shear Forces - AISC360-05-IBC2006 Steel Design 7 - Beam Shear Forces - AISC-ASD01 Steel Design 7 - Beam Shear Forces - AISC-ASD89 Steel Design 7 - Beam Shear Forces - AISC-LRFD93 Steel Design 7 - Beam Shear Forces - AISC-LRFD99 Steel Design 7 - Beam Shear Forces - API RP2A-LRFD 97 Steel Design 7 - Beam Shear Forces - API RP2A-WSD2000 Steel Design 7 - Beam Shear Forces - ASCE 10-97 Steel Design 7 - Beam Shear Forces - BS5950 2000 Steel Design 7 - Beam Shear Forces - BS5950 90 Steel Design 7 - Beam Shear Forces - CAN/CSA-S16-01 Steel Design 7 - Beam Shear Forces - CISC 95 Steel Design 7 - Beam Shear Forces - EUROCODE 3-1993 Steel Design 7 - Beam Shear Forces - Eurocode 3-2005 Steel Design 7 - Beam Shear Forces - Italian UNI 10011 Steel Design 7 - Beam Shear Forces - UBC97-ASD Steel Design 7 - Beam Shear Forces - UBC97-LRFD Steel Design 8 - Brace Max Axial Load - AISC360-05-IBC2006 Steel Design 8 - Brace Max Axial Load - AISC-ASD01 Steel Design 8 - Brace Max Axial Load - AISC-ASD89 Steel Design 8 - Brace Max Axial Load - AISC-LRFD93 Steel Design 8 - Brace Max Axial Load - AISC-LRFD99 Steel Design 8 - Brace Max Axial Load - API RP2A-LRFD 97 Steel Design 8 - Brace Max Axial Load - API RP2A-WSD2000 Steel Design 8 - Brace Max Axial Load - ASCE 10-97 Steel Design 8 - Brace Max Axial Load - BS5950 2000 Steel Design 8 - Brace Max Axial Load - BS5950 90 Steel Design 8 - Brace Max Axial Load - CAN/CSA-S16-01 Steel Design 8 - Brace Max Axial Load - CISC 95 Steel Design 8 - Brace Max Axial Load - EUROCODE 3-1993 Steel Design 8 - Brace Max Axial Load - Eurocode 3-2005 Steel Design 8 - Brace Max Axial Load - Italian UNI 10011 Steel Design 8 - Brace Max Axial Load - UBC97-ASD Steel Design 8 - Brace Max Axial Load - UBC97-LRFD Steel Design 9 - Decision Parameters - AISC360-05-IBC2006 Steel Details 1 - Summary Data - AISC360-05-IBC2006 Steel Details 1 - Summary Data - AISC-ASD01 Hyper-Linked Contents Page 20 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Steel Details 1 - Summary Data - AISC-ASD89 Steel Details 1 - Summary Data - AISC-LRFD93 Steel Details 1 - Summary Data - AISC-LRFD99 Steel Details 1 - Summary Data - API RP2A-LRFD 97 Steel Details 1 - Summary Data - API RP2A-WSD2000 Steel Details 1 - Summary Data - ASCE 10-97 Steel Details 1 - Summary Data - BS5950 2000 Steel Details 1 - Summary Data - BS5950 90 Steel Details 1 - Summary Data - Chinese 2002 Steel Details 1 - Summary Data - CAN/CSA-S16-01 Steel Details 1 - Summary Data - CISC 95 Steel Details 1 - Summary Data - EUROCODE 3-1993 Steel Details 1 - Summary Data - Eurocode 3-2005 Steel Details 1 - Summary Data - Indian IS:800-1998 Steel Details 1 - Summary Data - Italian UNI 10011 Steel Details 1 - Summary Data - UBC97-ASD Steel Details 1 - Summary Data - UBC97-LRFD Steel Details 2 - PMM Details - AISC360-05-IBC2006 Steel Details 2 - PMM Details - AISC-ASD01 Steel Details 2 - PMM Details - AISC-ASD89 Steel Details 2 - PMM Details - AISC-LRFD93 Steel Details 2 - PMM Details - AISC-LRFD99 Steel Details 2 - PMM Details - API RP2A-LRFD 97 Steel Details 2 - PMM Details for Pipes - API RP2A-LRFD 97 Steel Details 2 - PMM Details - API RP2A-WSD2000 Steel Details 2 - PMM Details for Pipes - API RP2A-WSD2000 Steel Details 2 - PMM Details - ASCE 10-97 Steel Details 2 - PMM Details for Angles - ASCE 10-97 Steel Details 2 - PMM Details - BS5950 2000 Steel Details 2 - PMM Details - BS5950 90 Steel Details 2 - PMM Details - Chinese 2002 Steel Details 2 - PMM Details - CAN/CSA-S16-01 Steel Details 2 - PMM Details - CISC 95 Steel Details 2 - PMM Details - EUROCODE 3-1993 Steel Details 2 - PMM Details - Eurocode 3-2005 Steel Details 2 - PMM Details - Indian IS:800-1998 Steel Details 2 - PMM Details - Italian UNI 10011 Steel Details 2 - PMM Details - UBC97-ASD Steel Details 2 - PMM Details - UBC97-LRFD Steel Details 3 - Shear Details - AISC360-05-IBC2006 Steel Details 3 - Shear Details - AISC-ASD01 Steel Details 3 - Shear Details - AISC-ASD89 Steel Details 3 - Shear Details - AISC-LRFD93 Steel Details 3 - Shear Details - AISC-LRFD99 Steel Details 3 - Shear Details - API RP2A-LRFD 97 Steel Details 3 - Shear Details - API RP2A-WSD2000 Steel Details 3 - Shear Details - ASCE 10-97 Steel Details 3 - Shear Details for Angles - ASCE 10-97 Steel Details 3 - Shear Details - BS5950 2000 Steel Details 3 - Shear Details - BS5950 90 Steel Details 3 - Shear Details - Chinese 2002 Hyper-Linked Contents Page 21 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Steel Details 3 - Shear Details - CAN/CSA-S16-01 Steel Details 3 - Shear Details - CISC 95 Steel Details 3 - Shear Details - EUROCODE 3-1993 Steel Details 3 - Shear Details - Eurocode 3-2005 Steel Details 3 - Average Shear Details - Indian IS:800-1998 Steel Details 3 - Shear Details - Italian UNI 10011 Steel Details 3 - Shear Details - UBC97-ASD Steel Details 3 - Shear Details - UBC97-LRFD Steel Details 4 - Continuity Plates - AISC360-05-IBC2006 Steel Details 4 - Continuity Plates - AISC-ASD01 Steel Details 4 - Continuity Plates - AISC-ASD89 Steel Details 4 - Continuity Plates - AISC-LRFD93 Steel Details 4 - Continuity Plates - AISC-LRFD99 Steel Details 4 - Continuity Plates - API RP2A-LRFD 97 Steel Details 4 - Continuity Plates - API RP2A-WSD2000 Steel Details 4 - Continuity Plates - ASCE 10-97 Steel Details 4 - Continuity Plates - BS5950 2000 Steel Details 4 - Continuity Plates - BS5950 90 Steel Details 4 - Continuity Plates - CAN/CSA-S16-01 Steel Details 4 - Continuity Plates - CISC 95 Steel Details 4 - Continuity Plates - EUROCODE 3-1993 Steel Details 4 - Continuity Plates - Eurocode 3-2005 Steel Details 4 - Maximum Shear Details - Indian IS:800-1998 Steel Details 4 - Continuity Plates - Italian UNI 10011 Steel Details 4 - Continuity Plates - UBC97-ASD Steel Details 4 - Continuity Plates - UBC97-LRFD Steel Details 5 - Doubler Plates - AISC360-05-IBC2006 Steel Details 5 - Doubler Plates - AISC-ASD01 Steel Details 5 - Doubler Plates - AISC-ASD89 Steel Details 5 - Doubler Plates - AISC-LRFD93 Steel Details 5 - Doubler Plates - AISC-LRFD99 Steel Details 5 - Doubler Plates - API RP2A-LRFD 97 Steel Details 5 - Doubler Plates - API RP2A-WSD2000 Steel Details 5 - Doubler Plates - ASCE 10-97 Steel Details 5 - Doubler Plates - BS5950 2000 Steel Details 5 - Doubler Plates - BS5950 90 Steel Details 5 - Doubler Plates - CAN/CSA-S16-01 Steel Details 5 - Doubler Plates - CISC 95 Steel Details 5 - Doubler Plates - EUROCODE 3-1993 Steel Details 5 - Doubler Plates - Eurocode 3-2005 Steel Details 5 - Equivalent Stress Details - Indian IS:800-1998 Steel Details 5 - Doubler Plates - Italian UNI 10011 Steel Details 5 - Doubler Plates - UBC97-ASD Steel Details 5 - Doubler Plates - UBC97-LRFD Steel Details 6 - Beam/Column Ratios - AISC360-05-IBC2006 Steel Details 6 - Beam/Column Ratios - AISC-ASD01 Steel Details 6 - Beam/Column Ratios - AISC-ASD89 Steel Details 6 - Beam/Column Ratios - AISC-LRFD93 Steel Details 6 - Beam/Column Ratios - AISC-LRFD99 Steel Details 6 - Beam/Column Ratios - API RP2A-LRFD 97 Steel Details 6 - Beam/Column Ratios - API RP2A-WSD2000 Hyper-Linked Contents Page 22 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Steel Details 6 - Beam/Column Ratios - ASCE 10-97 Steel Details 6 - Beam/Column Ratios - BS5950 2000 Steel Details 6 - Beam/Column Ratios - BS5950 90 Steel Details 6 - Beam/Column Ratios - CAN/CSA-S16-01 Steel Details 6 - Beam/Column Ratios - CISC 95 Steel Details 6 - Beam/Column Ratios - EUROCODE 3-1993 Steel Details 6 - Beam/Column Ratios - Eurocode 3-2005 Steel Details 6 - Beam/Column Ratios - Italian UNI 10011 Steel Details 6 - Beam/Column Ratios - UBC97-ASD Steel Details 6 - Beam/Column Ratios - UBC97-LRFD Steel Details 7 - Beam Shear Forces - AISC360-05-IBC2006 Steel Details 7 - Beam Shear Forces - AISC-ASD01 Steel Details 7 - Beam Shear Forces - AISC-ASD89 Steel Details 7 - Beam Shear Forces - AISC-LRFD93 Steel Details 7 - Beam Shear Forces - AISC-LRFD99 Steel Details 7 - Beam Shear Forces - API RP2A-LRFD 97 Steel Details 7 - Beam Shear Forces - API RP2A-WSD2000 Steel Details 7 - Beam Shear Forces - ASCE 10-97 Steel Details 7 - Beam Shear Forces - BS5950 2000 Steel Details 7 - Beam Shear Forces - BS5950 90 Steel Details 7 - Beam Shear Forces - CAN/CSA-S16-01 Steel Details 7 - Beam Shear Forces - CISC 95 Steel Details 7 - Beam Shear Forces - EUROCODE 3-1993 Steel Details 7 - Beam Shear Forces - Eurocode 3-2005 Steel Details 7 - Beam Shear Forces - Italian UNI 10011 Steel Details 7 - Beam Shear Forces - UBC97-ASD Steel Details 7 - Beam Shear Forces - UBC97-LRFD Steel Details 8 - Brace Max Axial Load - AISC360-05-IBC2006 Steel Details 8 - Brace Max Axial Load - AISC-ASD01 Steel Details 8 - Brace Max Axial Load - AISC-ASD89 Steel Details 8 - Brace Max Axial Load - AISC-LRFD93 Steel Details 8 - Brace Max Axial Load - AISC-LRFD99 Steel Details 8 - Brace Max Axial Load - API RP2A-LRFD 97 Steel Details 8 - Brace Max Axial Load - API RP2A-WSD2000 Steel Details 8 - Brace Max Axial Load - ASCE 10-97 Steel Details 8 - Brace Max Axial Load - BS5950 2000 Steel Details 8 - Brace Max Axial Load - BS5950 90 Steel Details 8 - Brace Max Axial Load - CAN/CSA-S16-01 Steel Details 8 - Brace Max Axial Load - CISC 95 Steel Details 8 - Brace Max Axial Load - EUROCODE 3-1993 Steel Details 8 - Brace Max Axial Load - Eurocode 3-2005 Steel Details 8 - Brace Max Axial Load - Italian UNI 10011 Steel Details 8 - Brace Max Axial Load - UBC97-ASD Steel Details 8 - Brace Max Axial Load - UBC97-LRFD Steel Details 9 - Decision Parameters - AISC360-05-IBC2006 User Defined Table Definition 1 User Defined Table Definition 2 Note: Hyper-Linked Contents Page 23 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation The Format item specified for each field indicates the section and specific item in the Program Default Database Number Formatting Options form that controls the formatting (units, decimal places, etc.) for the specified field. This form can be accessed using the Options menu > Database > Set Program Default DB Formatting command. Hyper-Linked Contents Page 24 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Active Degrees of Freedom Field: UX Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is either Yes or No, indicating if the UX degree of freedom is active. Field: UY Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is either Yes or No, indicating if the UY degree of freedom is active. Field: UZ Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is either Yes or No, indicating if the UZ degree of freedom is active. Field: RX Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is either Yes or No, indicating if the RX degree of freedom is active. Field: RY Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is either Yes or No, indicating if the RY degree of freedom is active. Field: RZ Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is either Yes or No, indicating if the RZ degree of freedom is active. Table: Active Degrees of Freedom Field: UX Page 25 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Analysis Options Field: Solver Field is Imported: Yes Format: Controlled by program Units: Text This is either Standard, Advanced or Multithreaded indicating the solver to be used. Field: SolverProc Field is Imported: Yes Format: Controlled by program Units: Text This is either Auto, GUI Process, or Analysis Process indicating the process the solver executes in. Field: Force32Bit Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if analysis is to always be run as 32-bit, even on 64-bit machines. Otherwise it is No. Field: StiffCase Field is Imported: Yes Format: Controlled by program Units: Text The load case for which stiffness and mass matrices are to be output. Field: GeomMod Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the model geometry has been modified based on displacements obtained from a specified load case. Otherwise it is No. Typically, this item should never be changed in the imported database tables. The default value is No. Table: Analysis Options Field: Solver Page 26 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Area Added Mass Assignments Field: Area Field is Imported: Yes Format: Controlled by program Units: Text Label of an area object. Field: MassPerArea Field is Imported: Yes Format: Mass/Area (Mass and Weight section of form) Units: Force-Sec2/Length3 Added mass per unit area applied to the area object. Table: Area Auto Mesh Assignments Field: Area Field is Imported: Yes Format: Controlled by program Units: Text Label of an area object. Field: MeshType Field is Imported: Yes Format: Controlled by program Units: Text This is either Number of Elements, Maximum Size, Points On Edges, Cookie Cut Lines, Cookie Cut Points or General indicating the type of automatic meshing specified. . Field: MeshGroup Field is Imported: Yes Format: Controlled by program Units: Text This group used to specify points and lines used in determining how the area object is to be meshed. This item applies when the MeshType is Points On Edges, Cookie Cut Lines, Cookie Cut Points and General. Table: Area Added Mass Assignments Field: Area Page 27 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Number1 Field is Imported: Yes Format: Controlled by program Units: Unitless This item only applies when the MeshType item is Number of Elements. If the MeshType item is Number of Elements then the area object is to be (internally) automatically meshed into Number1 by Number2 elements by the program for analysis. Number1 is the number of elements along the edge of the area object from Point 1 to Point 2 of the area object. Number2 is the number of elements along an adjacent edge of the area object. Field: Number2 Field is Imported: Yes Format: Controlled by program Units: Unitless This item only applies when the MeshType item is Number of Elements. If the MeshType item is Number of Elements then the area object is to be (internally) automatically meshed into Number1 by Number2 elements by the program for analysis. Number1 is the number of elements along the edge of the area object from Point 1 to Point 2 of the area object. Number2 is the number of elements along an adjacent edge of the area object. Field: Max1 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length This item only applies when the MeshType item is Maximum Size. If the MeshType item is Maximum Size then the area object is to be (internally) automatically meshed into elements no larger than the size specified by Max1 and Max2. Max1 is the maximum size of elements along the edge of the area object from Point 1 to Point 2 of the area object. Max2 is the maximum size of elements along an adjacent edge of the area object. Table: Area Auto Mesh Assignments Field: Number1 Page 28 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Max2 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length This item only applies when the MeshType item is Maximum Size. If the MeshType item is Maximum Size then the area object is to be (internally) automatically meshed into elements no larger than the size specified by Max1 and Max2. Max1 is the maximum size of elements along the edge of the area object from Point 1 to Point 2 of the area object. Max2 is the maximum size of elements along an adjacent edge of the area object. Field: PtsFromLine Field is Imported: Yes Format: Controlled by program Units: Yes/No This item only applies when the MeshType item is Points On Edges. If the MeshType item is Points On Edges then the area object is to be (internally) automatically meshed into elements based on points on the edges of the area object. If PtsFromLine is specified as Yes then points on the edge are determined from the intersection of line objects included in the meshing group and the edges of the area object. The line objects in the meshing group are only considered if they lie in the plane of the area object. If PtsFromPt is specified as Yes then points on the edge are determined from point objects included in the meshing group that lie on the edges of the area object. The point objects in the meshing group are only considered if they lie in the plane of the area object. . Field: PtsFromPt Field is Imported: Yes Format: Controlled by program Units: Yes/No This item only applies when the MeshType item is Points On Edges. If the MeshType item is Points On Edges then the area object is to be (internally) automatically meshed into elements based on points on the edges of the area object. If PtsFromLine is specified as Yes then points on the edge are determined from the intersection of line objects included in the meshing group and the edges of the area object. The line objects in the meshing group are only considered if they lie in the plane of the area object. Table: Area Auto Mesh Assignments Field: Max2 Page 29 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation If PtsFromPt is specified as Yes then points on the edge are determined from point objects included in the meshing group that lie on the edges of the area object. The point objects in the meshing group are only considered if they lie in the plane of the area object. . Field: RotAngle Field is Imported: Yes Format: Angles (Structure Dimensions section of form) Units: Degrees This item only applies when the MeshType item is Cookie Cut Points. If the MeshType item is Cookie Cut Points then the area object is to be (internally) automatically meshed based on lines that are created by them through point objects that are specified in the meshing group. The lines are oriented at an angle in degrees, specified by the RotAngle item, from the local 1 and 2 axes of the area object. Positive rotations appear counterclockwise when the area object local 3 axis is pointing toward you. Field: GenMaxSize Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length This item only applies when the MeshType item is General. It is the maximum size of element specified for General meshing. Field: LocalEdge Field is Imported: Yes Format: Controlled by program Units: Yes/No Yes means the local axes definitions for the new joints along the edges of the area object are to be set the same as an adjacent area object corner point if the local axes definitions for the adjacent corners are identical. No means added points have the default local axes definition. Field: LocalFace Field is Imported: Yes Format: Controlled by program Units: Yes/No Yes means the local axes definition for the new joints on the face of the area object are to be set the same as a corner point of the area object if the local axes definitions for all corner points are identical. No means added points have the default local axes definition. Table: Area Auto Mesh Assignments Field: RotAngle Page 30 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: SuppEdge Field is Imported: Yes Format: Controlled by program Units: Yes/No Yes means a restraint degree of freedom (or constraint) is to be added to new joints along the edges of the area object if both adjacent corners have that degree of freedom restrained (constrained) and the local axes definitions for the adjacent corners and the new joint are identical. No means no additional restraints (constraints) are added. Field: SuppFace Field is Imported: Yes Format: Controlled by program Units: Yes/No Yes means a restraint degree of freedom (or constraint) is to be added to new joints on the face of the area object if all area object corners have that degree of freedom restrained (constrained) and the local axes definitions for all corners and the new joint are identical. No means no additional restraints (constraints) are added. Field: SubMesh Field is Imported: Yes Format: Controlled by program Units: Yes/No Yes means that after automatic meshing of the area object, if any element is larger than what is specified by the SubMeshSize item then that element should be further automatically meshed into elements no larger than what is specified by the SubMeshSize item.No means no additional submeshing is to be performed. Field: SubMeshSize Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length This item only applies when the SubMesh item is Yes. It is the maximum size of element desired after all meshing is complete. Table: Area Bridge Object Flags Field: Area Field is Imported: Yes Format: Controlled by program Units: Text Label of an area object. Table: Area Bridge Object Flags Field: SuppEdge Page 31 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: AutoBridge Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the area object is automatically created from a bridge object. Otherwise it is No. Field: BridgeObj Field is Imported: Yes Format: Controlled by program Units: Text The name of the bridge object with which this area object is associated. Field: BOSpan Field is Imported: Yes Format: Controlled by program Units: Text The name of the span in the bridge object with which this area object is associated. Field: CompType Field is Imported: Yes Format: Controlled by program Units: Text This is either Top Slab, Bottom Slab or Girder indicating the portion of the bridge object with which this area object is associated. Field: StartSta Field is Imported: Yes Format: Coordinates (Structure Dimensions section of form) Units: Length The station along the bridge object at which the specified area starts. Field: EndSta Field is Imported: Yes Format: Coordinates (Structure Dimensions section of form) Units: Length The station along the bridge object at which the specified area ends. Table: Area Bridge Object Flags Field: AutoBridge Page 32 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Area Edge Constraint Assignments Field: Area Field is Imported: Yes Format: Controlled by program Units: Text Label of an area object. Field: Constrained Field is Imported: Yes Format: Controlled by program Units: Yes/No Yes means that line constraints are automatically applied to the edges of the area object. Table: Area Loads - Gravity Field: Area Field is Imported: Yes Format: Controlled by program Units: Text Label of an area object. Field: LoadPat Field is Imported: Yes Format: Controlled by program Units: Text Label of the load pattern to which the specified load applies. Field: CoordSys Field is Imported: Yes Format: Controlled by program Units: Text Label of the coordinate system in which the gravity loads are defined. Field: MultiplierX Field is Imported: Yes Format: Controlled by program Units: Unitless The applied gravity load in the X-direction of the specified coordinate system is equal to the self weight of the object times the MultiplierX scale factor. Table: Area Edge Constraint Assignments Field: Area Page 33 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: MultiplierY Field is Imported: Yes Format: Controlled by program Units: Unitless The applied gravity load in the Y-direction of the specified coordinate system is equal to the self weight of the object times the MultiplierY scale factor. Field: MultiplierZ Field is Imported: Yes Format: Controlled by program Units: Unitless The applied gravity load in the Z-direction of the specified coordinate system is equal to the self weight of the object times the MultiplierZ scale factor. Table: Area Loads - Pore Pressure Field: Area Field is Imported: Yes Format: Controlled by program Units: Text Label of an area object. Field: LoadPat Field is Imported: Yes Format: Controlled by program Units: Text Label of the load pattern to which the specified load applies. Field: Pressure Field is Imported: Yes Format: Force/Area (Forces section of form) Units: Force/Length2 The pore pressure load applied to the specified face of the Area object. Field: JtPattern Field is Imported: Yes Format: Controlled by program Units: Text Label of a Joint Pattern of scale factors that multiply the specified pressure. If no joint pattern is specified then this item is reported as None. Table: Area Loads - Pore Pressure Field: MultiplierY Page 34 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Area Loads - Rotate Field: Area Field is Imported: Yes Format: Controlled by program Units: Text Label of an area object. Field: LoadPat Field is Imported: Yes Format: Controlled by program Units: Text Label of the load pattern to which the specified load applies. Field: AngularVel Field is Imported: Yes Format: Frequency (Time-Related section of form) Units: Cyc/sec Angular velocity for rotation about the axis of symmetry of the object. Table: Area Loads - Strain Field: Area Field is Imported: Yes Format: Controlled by program Units: Text Label of an area object. Field: LoadPat Field is Imported: Yes Format: Controlled by program Units: Text Label of the load pattern to which the specified load applies. Field: Component Field is Imported: Yes Format: Controlled by program Units: Text The area object local component to which the specified strain load is applied. This is either Strain11, Strain22, Strain12, Curvature11, Curvature22, Curvature12, Strain13 or Strain23. Table: Area Loads - Rotate Field: Area Page 35 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Strain Field is Imported: Yes Format: Controlled by program Units: Unitless The strain load applied to the specified component of the object. Field: Curvature Field is Imported: Yes Format: 1/Length (Miscellaneous section of form) Units: 1/Length The strain load (curvature) applied to the specified component of the object. Field: JtPattern Field is Imported: Yes Format: Controlled by program Units: Text Label of a Joint Pattern of scale factors that multiply the specified strain or curvature. If no joint pattern is specified then this item is reported as None. Table: Area Loads - Surface Pressure Field: Area Field is Imported: Yes Format: Controlled by program Units: Text Label of an area object. Field: LoadPat Field is Imported: Yes Format: Controlled by program Units: Text Label of the load pattern to which the specified load applies. Field: Face Field is Imported: Yes Format: Controlled by program Units: Text The face of the area object to which the surface pressure load is applied. This is either Bottom, Top or one of the edge face numbers. Table: Area Loads - Surface Pressure Field: Strain Page 36 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Pressure Field is Imported: Yes Format: Force/Area (Forces section of form) Units: Force/Length2 The surface pressure load applied to the specified face of the Area object. Field: JtPattern Field is Imported: Yes Format: Controlled by program Units: Text Label of a Joint Pattern of scale factors that multiply the specified pressure. If no joint pattern is specified then this item is reported as None. Table: Area Loads - Temperature Field: Area Field is Imported: Yes Format: Controlled by program Units: Text Label of an area object. Field: LoadPat Field is Imported: Yes Format: Controlled by program Units: Text Label of the load pattern to which the specified load applies. Field: Type Field is Imported: Yes Format: Controlled by program Units: Text This is either Temperature or Gradient indicating the type of load. Field: Temp Field is Imported: Yes Format: Temperature Change (Forces section of form) Units: Temp The temperature assignment to the Area object. Table: Area Loads - Temperature Field: Pressure Page 37 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: TempGrad3 Field is Imported: Yes Format: Temperature Gradient (Forces section of form) Units: Temp/Length The temperature gradient in the local 3 direction (units are delta temperature/thickness 3-3) assignment to the Area object. Field: JtPattern Field is Imported: Yes Format: Controlled by program Units: Text Label of a Joint Pattern of scale factors that multiply the specified temperature. If no joint pattern is specified then this item is reported as None. Table: Area Loads - Uniform Field: Area Field is Imported: Yes Format: Controlled by program Units: Text Label of an area object. Field: LoadPat Field is Imported: Yes Format: Controlled by program Units: Text Label of the load pattern to which the specified load applies. Field: CoordSys Field is Imported: Yes Format: Controlled by program Units: Text Label of the coordinate system in which the load is defined. Local means that the load is specified in an object local axis direction. Field: Dir Field is Imported: Yes Format: Controlled by program Units: Text This is either 1, 2, 3, X, Y, Z, X Proj, Y Proj, Z Proj, Gravity or Grav Proj indicating the direction of the load. 1, 2 and 3 indicate the local axes directions of the area object. X, Table: Area Loads - Uniform Field: TempGrad3 Page 38 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Y and Z indicate the X, Y and Z directions of the specified coordinate system. Gravity is in the negative global Z direction. X Proj, Y Proj or Z Proj are projected forces in the specified coordinate system. Projected forces are scaled by the sine of the angle between the area object and the direction of load. Field: UnifLoad Field is Imported: Yes Format: Force/Area (Forces section of form) Units: Force/Length2 The uniform load that is applied to the area object in the specified direction. Table: Area Loads - Uniform To Frame Field: Area Field is Imported: Yes Format: Controlled by program Units: Text Label of an area object. Field: LoadPat Field is Imported: Yes Format: Controlled by program Units: Text Label of the load pattern to which the specified load applies. Field: CoordSys Field is Imported: Yes Format: Controlled by program Units: Text Label of the coordinate system in which the load is defined. Local means that the load is specified in an object local axis direction. Field: Dir Field is Imported: Yes Format: Controlled by program Units: Text This is either 1, 2, 3, X, Y, Z, X Proj, Y Proj, Z Proj, Gravity or Grav Proj indicating the direction of the load. 1, 2 and 3 indicate the local axes directions of the area object. X, Y and Z indicate the X, Y and Z directions of the specified coordinate system. Gravity is in the negative global Z direction. X Proj, Y Proj or Z Proj are projected forces in the specified coordinate system. Projected forces are scaled by the sine of the angle between the area object and the direction of load. Table: Area Loads - Uniform To Frame Field: UnifLoad Page 39 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: UnifLoad Field is Imported: Yes Format: Force/Area (Forces section of form) Units: Force/Length2 The uniform load, in the specified direction, that is distributed to the surrounding frame objects. Field: DistType Field is Imported: Yes Format: Controlled by program Units: Text This is either One Way or Two Way indicating the type of distribution used for the load. Table: Area Loads - Wind Pressure Coefficients Field: Area Field is Imported: Yes Format: Controlled by program Units: Text Label of an area object. Field: LoadPat Field is Imported: Yes Format: Controlled by program Units: Text Label of the load pattern to which the specified load applies. Field: Windward Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the area object receiving the load is on the windward side of the structure. Otherwise it is No. Typically, building codes specify the wind pressure on the windward side of the structure varies over the height of the structure, whereas it is constant over the structure height on other sides. Table: Area Loads - Wind Pressure Coefficients Field: UnifLoad Page 40 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Cp Field is Imported: Yes Format: Controlled by program Units: Unitless The wind pressure coefficient specified for the area object. Field: XComponent Field is Imported: No Format: Controlled by program Units: Unitless The global X component of the wind pressure coefficient. Field: YComponent Field is Imported: No Format: Controlled by program Units: Unitless The global Y component of the wind pressure coefficient. Field: ZComponent Field is Imported: No Format: Controlled by program Units: Unitless The global Z component of the wind pressure coefficient. Table: Area Local Axes Assignments 1 - Typical Field: Area Field is Imported: Yes Format: Controlled by program Units: Text Label of an area object. Field: Angle Field is Imported: Yes Format: Angles (Structure Dimensions section of form) Units: Degrees The angle that the local 1 and 2 axes are rotated about the positive local 3 axis, from the default orientation or from the orientation determined by the plane reference vector. The rotation for a positive angle appears counterclockwise when the local +3 axis is pointing toward you. Table: Area Local Axes Assignments 1 - Typical Field: Cp Page 41 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: AdvanceAxes Field is Imported: No Format: Controlled by program Units: Yes/No This item is Yes if an advanced method is used to define the local axes reference vectors for the area object. Otherwise it is No meaning that the default reference vectors are used. Default means that the local 3-2 plane for the area object is taken to be vertical, that is, parallel to the global Z-axis. The local 2 axis is taken to have an upward sense (global +Z) unless the object is horizontal (lies in the global X-Y plane) in which case the local 2 axis is taken along the global +Y direction. The local 1 axis is horizontal, that is it lies in the global X-Y plane. Advanced means that the local axes are defined with respect to user-defined reference vectors. Note that when the advanced system is used, the specified Angle is applied to the local axes orientation defined by the user specified reference vectors. Table: Area Local Axes Assignments 2 - Advanced Field: Area Field is Imported: Yes Format: Controlled by program Units: Text Label of an area object. Field: LocalPlane Field is Imported: Yes Format: Controlled by program Units: Text This item indicates the local plane that is to be determined by the plane reference vector. It is either 31 or 32, indicating the 3-1 or the 3-2 plane, respectively. Field: PlOption1 Field is Imported: Yes Format: Controlled by program Units: Text This is either Coord Dir, Two Joints or User Vector indicating the first method used to determine the plane reference vector. Table: Area Local Axes Assignments 2 - Advanced Field: AdvanceAxes Page 42 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: PlCoordSys Field is Imported: Yes Format: Controlled by program Units: Text The coordinate system used to define the plane reference vector coordinate directions and the plane user vector. Field: CoordDir1 Field is Imported: Yes Format: Controlled by program Units: Text The primary coordinate direction taken at the object center in the specified coordinate system. It is used to determine the reference vector. It may be one of +X, +Y, +Z, +CR, +CA, +CZ, +SB, +SA, +SR, -X, -Y, -Z, -CR, -CA, -CZ, -SB, -SA, -SR. Field: CoordDir2 Field is Imported: Yes Format: Controlled by program Units: Text The secondary coordinate direction taken at the object center in the specified coordinate system. It is used to determine the reference vector. It may be one of +X, +Y, +Z, +CR, +CA, +CZ, +SB, +SA, +SR, -X, -Y, -Z, -CR, -CA, -CZ, -SB, -SA, -SR. Field: PlVecJt1 Field is Imported: Yes Format: Controlled by program Units: Text PlVecJt1 and PlVecJt2 are the labels of two joints that define the plane reference vector. Either of these joints may be specified as None to indicate the center of the specified object. If both PlVecJt1 and PlVecJt2 are specified as None then they are not used to define the plane reference vector. Field: PlVecJt2 Field is Imported: Yes Format: Controlled by program Units: Text PlVecJt1 and PlVecJt2 are the labels of two joints that define the plane reference vector. Either of these joints may be specified as None to indicate the center of the specified object. If both PlVecJt1 and PlVecJt2 are specified as None then they are not used to define the plane reference vector. Table: Area Local Axes Assignments 2 - Advanced Field: PlCoordSys Page 43 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: PlVecX Field is Imported: Yes Format: Controlled by program Units: Unitless The X direction component of the plane reference vector in the coordinate system defined by the CoordSys item. Field: PlVecY Field is Imported: Yes Format: Controlled by program Units: Unitless The Y direction component of the plane reference vector in the coordinate system defined by the CoordSys item. Field: PlVecZ Field is Imported: Yes Format: Controlled by program Units: Unitless The Z direction component of the plane reference vector in the coordinate system defined by the CoordSys item. Table: Area Material Temperatures Field: Area Field is Imported: Yes Format: Controlled by program Units: Text Label of an area object. Field: Temp Field is Imported: Yes Format: Temperature (Forces section of form) Units: Temp The Area object material temperature. Field: JtPattern Field is Imported: Yes Format: Controlled by program Units: Text Label of a Joint Pattern of scale factors that multiply the specified temperature. If no joint pattern is specified then this item is reported as None. Table: Area Material Temperatures Field: PlVecX Page 44 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Area Overwrites - Joint Offsets Field: Area Field is Imported: Yes Format: Controlled by program Units: Text Label of an area object. Field: OffsetOver Field is Imported: Yes Format: Controlled by program Units: Text This item is either None, Pattern, or Object indicating if and how the area object joint offset is specified. If the None option is chosen then no area object joint offsets exist. Pattern means the joint offset at each of the area object corner points is specified using a joint pattern. Object means the joint offset at each of the area object corner points is directly specified. The joint offset is measured from the center of the area object thickness to the joint location. A positive offset is in the positive local 3-axis direction. Field: OffsetPat Field is Imported: Yes Format: Controlled by program Units: Text Label of a Joint Pattern that is multiplied by the specified length scale factor specified by the OffsetPatSF item to obtain the area object joint offsets. This item is only applicable when the OffsetOver item is By Pattern. The joint offset is measured from the center of the area object thickness to the joint location. A positive offset is in the positive local 3-axis direction. Field: OffsetPatSF Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The scale factor that multiplies the joint pattern specified by the OffsetPat item to obtain the area object joint offsets. This item is only applicable when the OffsetOver item is By Pattern. The joint offset is measured from the center of the area object thickness to the joint location. A positive offset is in the positive local 3-axis direction. Table: Area Overwrites - Joint Offsets Field: Area Page 45 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Offset1 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length Use the Offset1, Offset2, Offset3 and Offset4 fields to list the area object joint offsets atcorner points 1, 2, 3 and 4 (if it exists) around the area object. If the area object has more than four corner points then use multiple records to listall of the points. Be sure the the area object label is entered for each record associated with the object. This item is only applicable when the OffsetOver item is Object. The joint offset is measured from the center of the area object thickness to the joint location. A positive offset is in the positive local 3-axis direction. Field: Offset2 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length Use the Offset1, Offset2, Offset3 and Offset4 fields to list the area object joint offsets atcorner points 1, 2, 3 and 4 (if it exists) around the area object. If the area object has more than four corner points then use multiple records to listall of the points. Be sure the the area object label is entered for each record associated with the object. This item is only applicable when the OffsetOver item is Object. The joint offset is measured from the center of the area object thickness to the joint location. A positive offset is in the positive local 3-axis direction. Field: Offset3 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length Use the Offset1, Offset2, Offset3 and Offset4 fields to list the area object joint offsets atcorner points 1, 2, 3 and 4 (if it exists) around the area object. If the area object has more than four corner points then use multiple records to listall of the points. Be sure the the area object label is entered for each record associated with the object. This item is only applicable when the OffsetOver item is Object. The joint offset is measured from the center of the area object thickness to the joint location. A positive offset is in the positive local 3-axis direction. Table: Area Overwrites - Joint Offsets Field: Offset1 Page 46 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Offset4 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length Use the Offset1, Offset2, Offset3 and Offset4 fields to list the area object joint offsets atcorner points 1, 2, 3 and 4 (if it exists) around the area object. If the area object has more than four corner points then use multiple records to listall of the points. Be sure the the area object label is entered for each record associated with the object. This item is only applicable when the OffsetOver item is Object. The joint offset is measured from the center of the area object thickness to the joint location. A positive offset is in the positive local 3-axis direction. Table: Area Overwrites - Thickness Field: Area Field is Imported: Yes Format: Controlled by program Units: Text Label of an area object. Field: ThickOver Field is Imported: Yes Format: Controlled by program Units: Text This item is either None, Pattern, or Object indicating if and how the area object thickness specified by the area section property assigned to the area object is overwritten. If the None option is chosen then the area object thickness is not overwritten. Pattern means the thickness at each of the area object corner points is specified using a joint pattern. Object means the thickness at each of the area object corner points is directly specified. Field: ThickPat Field is Imported: Yes Format: Controlled by program Units: Text Label of a Joint Pattern that is multiplied by the specified thickness scale factor specified by the ThickPatSF item to obtain the area object thickness. This item is only applicable when the ThickOver item is By Pattern. Table: Area Overwrites - Thickness Field: Offset4 Page 47 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ThickPatSF Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The scale factor that multiplies the joint pattern specified by the ThickPat item to obtain the area object thickness. This item is only applicable when the ThickOver item is By Pattern. Field: Thick1 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length Use the Thick1, Thick2, Thick3 and Thick4 fields to list the area object thickness atcorner points 1, 2, 3 and 4 (if it exists) around the area object. If the area object has more than four corner points then use multiple records to listall of the points. Be sure the the area object label is entered for each record associated with the object. This item is only applicable when the ThickOver item is Object. Field: Thick2 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length Use the Thick1, Thick2, Thick3 and Thick4 fields to list the area object thickness atcorner points 1, 2, 3 and 4 (if it exists) around the area object. If the area object has more than four corner points then use multiple records to listall of the points. Be sure the the area object label is entered for each record associated with the object. This item is only applicable when the ThickOver item is Object. Field: Thick3 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length Use the Thick1, Thick2, Thick3 and Thick4 fields to list the area object thickness atcorner points 1, 2, 3 and 4 (if it exists) around the area object. If the area object has more than four corner points then use multiple records to listall of the points. Be sure the the area object label is entered for each record associated with the object. This item is only applicable when the ThickOver item is Object. Table: Area Overwrites - Thickness Field: ThickPatSF Page 48 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Thick4 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length Use the Thick1, Thick2, Thick3 and Thick4 fields to list the area object thickness atcorner points 1, 2, 3 and 4 (if it exists) around the area object. If the area object has more than four corner points then use multiple records to listall of the points. Be sure the the area object label is entered for each record associated with the object. This item is only applicable when the ThickOver item is Object. Table: Area Section Assignments Field: Area Field is Imported: Yes Format: Controlled by program Units: Text Label of an area object. Field: Section Field is Imported: Yes Format: Controlled by program Units: Text Label of the area section property assigned to the specified area object. Field: MatProp Field is Imported: Yes Format: Controlled by program Units: Text This item is either Default, or the name of a Material. Default means that the material property for the area object is taken from the material property designated for the area section that is assigned to the area object. Table: Area Section Properties Field: Section Field is Imported: Yes Format: Controlled by program Units: Text Label of the area section property. Table: Area Section Assignments Field: Thick4 Page 49 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Material Field is Imported: Yes Format: Controlled by program Units: Text Name of the material property assigned to the area section property. Field: MatAngle Field is Imported: Yes Format: Angles (Structure Dimensions section of form) Units: Degrees Material angle associated with the area section property. Field: AreaType Field is Imported: Yes Format: Controlled by program Units: Text This is either Shell, Plane or Asolid indicating the type of area section. Field: Type Field is Imported: Yes Format: Controlled by program Units: Text For shell-type area sections this is either Shell-Thin, Shell-Thick, Membrane, Plate-Thin, or Plate-Thick indicating the type of shell element. For plane-type area sections this is either Plane-Stress or Plane-Strain indicating the type of plane element. This item does not apply to asolid-type elements. Field: DrillDOF Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if drilling degrees are included in the analysis model element formulation. Otherwise it is No. This item only applies when the AreaType item is Shell and the Type item is either Shell-Thin, Shell-Thick or Membrane. Table: Area Section Properties Field: Material Page 50 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Thickness Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length For shell-type area sections this is the membrane thickness of the element used for calculating the membrane stiffness for full-shell and pure-membrane sections, and used for self-mass and self-weight calculations. For plane-type sections this is the thickness of the element. This item does not apply to asolid-type area sections. Field: BendThick Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length This item only applies to shell-type area sections. It is the bending thickness of the section used for calculating the plate-bending and transverse shear stiffnesses for full-shell and pure-plate sections. Field: Arc Field is Imported: Yes Format: Angles (Structure Dimensions section of form) Units: Degrees This item only applies to asolid-type area sections. It is the object arc, that is, the number of degrees through which the object's planar shape is rotated to define the solid-type object. Inputting 0 for this item means that the arc will be taken as 1 radian. Field: InComp Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if incompatible bending modes are included in the stiffness formulation. Otherwise it is No. It only applies to plane and asolid type sections. In general, incompatible modes significantly improve the bending behavior of the object. Field: CoordSys Field is Imported: Yes Format: Controlled by program Units: Text This item only applies to asolid-type area sections. The asolid axis of symmetry is the Z axis of this coordinate system. Table: Area Section Properties Field: Thickness Page 51 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Color Field is Imported: Yes Format: Controlled by program Units: Text This is either a defined color or an integer representation of the color associated with the section. The possible defined colors are Black, Red, Orange, Yellow, Green, Cyan, Blue, Magenta, White, Dark Red, Dark Yellow, Dark Green, Dark Cyan, Dark Blue, Dark Magenta, Gray1, Gray2, Gray3, Gray4, Gray5, Gray6, Gray7 and Gray8. Gray1 is a light gray and Gray8 is a dark gray. Field: TotalWt Field is Imported: No Format: Weight (Mass and Weight section of form) Units: Force Total weight of all objects in the model that are assigned the specified area section property. This item is only available when the analysis model exists. Field: TotalMass Field is Imported: No Format: Mass (Mass and Weight section of form) Units: Force-Sec2/Length Total mass of all objects in the model that are assigned the specified area section property. This item is only available when the analysis model exists. Field: F11Mod Field is Imported: Yes Format: Controlled by program Units: Unitless F11 stiffness modifier for the specified area section property. This item is used for analysis only, not design. This item is multiplied times the similar modifier specified for the area section; it does not replace the modifier specified for the area section. Field: F22Mod Field is Imported: Yes Format: Controlled by program Units: Unitless F22 stiffness modifier for the specified area section property. This item is used for analysis only, not design. This item is multiplied times the similar modifier specified for the area section; it does not replace the modifier specified for the area section. Table: Area Section Properties Field: Color Page 52 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: F12Mod Field is Imported: Yes Format: Controlled by program Units: Unitless F12 stiffness modifier for the specified area section property. This item is used for analysis only, not design. This item is multiplied times the similar modifier specified for the area section; it does not replace the modifier specified for the area section. Field: M11Mod Field is Imported: Yes Format: Controlled by program Units: Unitless M11 stiffness modifier for the specified area section property. This item is used for analysis only, not design. This item is multiplied times the similar modifier specified for the area section; it does not replace the modifier specified for the area section. Field: M22Mod Field is Imported: Yes Format: Controlled by program Units: Unitless M22 stiffness modifier for the specified area section property. This item is used for analysis only, not design. This item is multiplied times the similar modifier specified for the area section; it does not replace the modifier specified for the area section. Field: M12Mod Field is Imported: Yes Format: Controlled by program Units: Unitless M12 stiffness modifier for the specified area section property. This item is used for analysis only, not design. This item is multiplied times the similar modifier specified for the area section; it does not replace the modifier specified for the area section. Field: V13Mod Field is Imported: Yes Format: Controlled by program Units: Unitless V13 stiffness modifier for the specified area section property. This item is used for analysis only, not design. This item is multiplied times the similar modifier specified for the area section; it does not replace the modifier specified for the area section. Table: Area Section Properties Field: F12Mod Page 53 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: V23Mod Field is Imported: Yes Format: Controlled by program Units: Unitless V23 stiffness modifier for the specified area section property. This item is used for analysis only, not design. This item is multiplied times the similar modifier specified for the area section; it does not replace the modifier specified for the area section. Field: MMod Field is Imported: Yes Format: Controlled by program Units: Unitless Mass multiplier for the specified area section property. This item is used for analysis only, not design. This item is multiplied times the similar modifier specified for the area section; it does not replace the modifier specified for the area section. Field: WMod Field is Imported: Yes Format: Controlled by program Units: Unitless Weight multiplier for the specified area section property. This item is used for analysis only, not design. This item is multiplied times the similar modifier specified for the area section; it does not replace the modifier specified for the area section. Field: GUID Field is Imported: Yes Format: Controlled by program Units: Text The global unique identifier (GUID) for the specified area section property. Field: Notes Field is Imported: Yes Format: Controlled by program Units: Text User notes for the specified area section property. Table: Area Section Properties Field: V23Mod Page 54 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Area Section Property Design Parameters Field: Section Field is Imported: Yes Format: Controlled by program Units: Text Label of the shell-type area section property. Field: RebarMat Field is Imported: Yes Format: Controlled by program Units: Text The material property for the rebar in the area section property. Field: RebarOpt Field is Imported: Yes Format: Controlled by program Units: Text This is either Default, One Layer or Two Layers indicating the rebar layout. Default uses two rebar layers with the cober to the centroid of the reinforcing steel set to 0.1 times the thickness of the section. Field: CoverTop1 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The cover to the centroid of the top reinforcing steel running in the local 1 axis direction of the shell section. Field: CoverTop2 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The cover to the centroid of the top reinforcing steel running in the local 2 axis direction of the shell section. Field: CoverBot1 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The cover to the centroid of the bottom reinforcing steel running in the local 1 axis direction of the shell section. Table: Area Section Property Design Parameters Field: Section Page 55 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: CoverBot2 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The cover to the centroid of the bottom reinforcing steel running in the local 2 axis direction of the shell section. Table: Area Section Property Layers Field: Section Field is Imported: Yes Format: Controlled by program Units: Text Label of the area section property. Field: LayerName Field is Imported: Yes Format: Controlled by program Units: Text The name of the layer. Field: Distance Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length Distance from the shell reference surface (shell object joint location plus offsets) to the midheight of the layer. Positive distances are in the positive shell object local 3 axis direction. Field: Thickness Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The thickness of the layer. Field: Type Field is Imported: Yes Format: Controlled by program Units: Text This is either Shell, Membrane or Plate indicating the layer type. Table: Area Section Property Layers Field: CoverBot2 Page 56 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: NumIntPts Field is Imported: Yes Format: Controlled by program Units: Unitless The number of integration points in the thickness direction for the layer. The locations are determined by the program using standard Guass-quadrature rules. Field: Material Field is Imported: Yes Format: Controlled by program Units: Text Name of the material property assigned to the layer. Field: MatAngle Field is Imported: Yes Format: Angles (Structure Dimensions section of form) Units: Degrees Material angle associated with the layer. The angle is measured counterclockwise from the local 1 axis of the shell object to the local 1 axis of the material. Field: S11Opt Field is Imported: Yes Format: Controlled by program Units: Text This is either Inactive, Linear or Nonlinear indicating the behavior of the material S11component. Field: S22Opt Field is Imported: Yes Format: Controlled by program Units: Text This is either Inactive, Linear or Nonlinear indicating the behavior of the material S22component. Field: S12Opt Field is Imported: Yes Format: Controlled by program Units: Text This is either Inactive, Linear or Nonlinear indicating the behavior of the material S12component. Table: Area Section Property Layers Field: NumIntPts Page 57 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Area Section Properties - Bridge Object Flags Field: Section Field is Imported: Yes Format: Controlled by program Units: Text Label of the area section property. Field: AutoBridge Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the area section is an automatically created bridge section. Otherwise it is No. Field: BridgeObj Field is Imported: Yes Format: Controlled by program Units: Text The name of the bridge object with which this area section is associated. Table: Area Spring Assignments Field: Area Field is Imported: Yes Format: Controlled by program Units: Text Label of an area object. Field: Type Field is Imported: Yes Format: Controlled by program Units: Text This is either Simple or Link Property indicating the type of spring specified. Field: Stiffness Field is Imported: Yes Format: Trans Stiffness/Area (Stiffness section of form) Units: Force/Length/Length2 Spring stiffness per unit area on the specified face of the area object in the direction specified. This item only applies when the Type item is Simple. Table: Area Section Properties - Bridge Object Flags Field: Section Page 58 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: SimpleType Field is Imported: Yes Format: Controlled by program Units: Text This is either Tension and Compression, Compression Only, or Tension Only indicating the type of simple spring specified. Field: LinkProp Field is Imported: Yes Format: Controlled by program Units: Text The name of the link property assigned to the spring. This item only applies when the Type item is Link Property. Field: Face Field is Imported: Yes Format: Controlled by program Units: Text The face of the area object to which the specified springs are applied. This is either Bottom, Top or one of the edge face numbers. Field: Dir1Type Field is Imported: Yes Format: Controlled by program Units: Text This is either Object Axes, Normal To Face, or User Vector indicating the method used to define the tension direction for simple springs or the link local 1-axis direction for Link Property springs. Field: Dir Field is Imported: Yes Format: Controlled by program Units: Text This is either -3, -2, -1, 1, 2 or 3 indicating the tension direction for simple springs or the link local 1-axis direction for Link Property springs. The -3, -2, -1, 1, 2 and 3 items refer to the area object local axes directions. This item only applies when the Dir1Type item is Object Axes. Table: Area Spring Assignments Field: SimpleType Page 59 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: NormalDir Field is Imported: Yes Format: Controlled by program Units: Text This is either Inward, or Outward indicating the orientation of the tension direction for simple springs or the link local 1-axis direction for Link Property springs when they are oriented normal to a face. This item only applies when the Dir1Type item is Normal To Face. Field: CoordSys Field is Imported: Yes Format: Controlled by program Units: Text The coordinate system in which a user vector is specified to define the tension direction for simple springs or the link local 1-axis direction for Link Property springs. This item only applies when the Dir1Type item is User Vector. Field: VecX Field is Imported: Yes Format: Controlled by program Units: Unitless VecX, VecY and VecZ define the X, Y and Z (or 1, 2 and 3) components of the user specified direction vector for the tension direction for simple springs or the link local 1-axis direction for Link Property springs. VecX, VecY and VecZ are in the coordinate system specified by the CoordSys item. This item only applies when the Dir1Type item is User Vector. Field: VecY Field is Imported: Yes Format: Controlled by program Units: Unitless VecX, VecY and VecZ define the X, Y and Z (or 1, 2 and 3) components of the user specified direction vector for the tension direction for simple springs or the link local 1-axis direction for Link Property springs. VecX, VecY and VecZ are in the coordinate system specified by the CoordSys item. This item only applies when the Dir1Type item is User Vector. Table: Area Spring Assignments Field: NormalDir Page 60 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VecZ Field is Imported: Yes Format: Controlled by program Units: Unitless VecX, VecY and VecZ define the X, Y and Z (or 1, 2 and 3) components of the user specified direction vector for the tension direction for simple springs or the link local 1-axis direction for Link Property springs. VecX, VecY and VecZ are in the coordinate system specified by the CoordSys item. This item only applies when the Dir1Type item is User Vector. Field: Axis2Angle Field is Imported: Yes Format: Angles (Structure Dimensions section of form) Units: Degrees The angle in degrees that the link local 2 axis is rotated from its default orientation. This item only applies when the Type item is Link Property. Table: Area Stiffness Modifiers Field: Area Field is Imported: Yes Format: Controlled by program Units: Text Label of an area object. Field: f11 Field is Imported: Yes Format: Controlled by program Units: Unitless The membrane f11 modifier for the specified area object. Field: f22 Field is Imported: Yes Format: Controlled by program Units: Unitless The membrane f22 modifier for the specified area object. Table: Area Stiffness Modifiers Field: VecZ Page 61 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: f12 Field is Imported: Yes Format: Controlled by program Units: Unitless The membrane f12 modifier for the specified area object. Field: m11 Field is Imported: Yes Format: Controlled by program Units: Unitless The bending m11 modifier for the specified area object. Field: m22 Field is Imported: Yes Format: Controlled by program Units: Unitless The bending m22 modifier for the specified area object. Field: m12 Field is Imported: Yes Format: Controlled by program Units: Unitless The bending m12 modifier for the specified area object. Field: v13 Field is Imported: Yes Format: Controlled by program Units: Unitless The shear v13 modifier for the specified area object. Field: v23 Field is Imported: Yes Format: Controlled by program Units: Unitless The shear v23 modifier for the specified area object. Field: MassMod Field is Imported: Yes Format: Controlled by program Units: Unitless The mass modifier for the specified area object. Table: Area Stiffness Modifiers Field: f12 Page 62 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: WeightMod Field is Imported: Yes Format: Controlled by program Units: Unitless The weight modifier for the specified area object. Table: Area Stiffness Modifier Definitions Field: Name Field is Imported: Yes Format: Controlled by program Units: Text The name of a defined area stiffness modifier. Field: f11 Field is Imported: Yes Format: Controlled by program Units: Unitless The membrane f11 modifier for an area object. Field: f22 Field is Imported: Yes Format: Controlled by program Units: Unitless The membrane f22 modifier for an area object. Field: f12 Field is Imported: Yes Format: Controlled by program Units: Unitless The membrane f12 modifier for an area object. Field: m11 Field is Imported: Yes Format: Controlled by program Units: Unitless The bending m11 modifier for an area object. Table: Area Stiffness Modifier Definitions Field: WeightMod Page 63 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: m22 Field is Imported: Yes Format: Controlled by program Units: Unitless The bending m22 modifier for an area object. Field: m12 Field is Imported: Yes Format: Controlled by program Units: Unitless The bending m12 modifier for an area object. Field: v13 Field is Imported: Yes Format: Controlled by program Units: Unitless The shear v13 modifier for an area object. Field: v23 Field is Imported: Yes Format: Controlled by program Units: Unitless The shear v23 modifier for an area object. Field: MassMod Field is Imported: Yes Format: Controlled by program Units: Unitless The mass modifier for an area object. Field: WeightMod Field is Imported: Yes Format: Controlled by program Units: Unitless The weight modifier for an area object. Table: Area Stiffness Modifier Definitions Field: m22 Page 64 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Area Vehicle Response Component Overwrites Field: Area Field is Imported: Yes Format: Controlled by program Units: Text Label of an area object. Field: Usage Field is Imported: Yes Format: Controlled by program Units: Text This is either AASHTO HL - Superstructure, AASHTO HL - Reaction, or AASHTO H & HS Superstructure indicating the vehicle type and structural member type to which the overwrite applies. AASHTO HL - Superstructure refers to the superstructure negative moments over supports and applies to AASHTO H, HS and HL loading. AASHTO HL - Reaction refers to reactions at interior supports (piers) and applies only to AASHTO HL loaoding. AASHTO H & HS Superstructure refers to superstructure moments (positive or negative) and applies to AASHTO H and HS loading. Field: Component Field is Imported: Yes Format: Controlled by program Units: Text This is either F11, F22, F12, M11, M22, M12, V13, V23, S11Top, S22Top, S12Top, S11Bot, S22Bot, or S12Bot indicating the output component to which the overwrite applies. Field: Status Field is Imported: Yes Format: Controlled by program Units: Text This is either Do Not Use, Use Positive Values, Use Negative Values, or Use All Values indicating the portion of the output for the specified component to which the overwrite applies. Table: Area Vehicle Response Component Overwrites Field: Area Page 65 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Auto Seismic - AS 1170 2007 Field: LoadPat Field is Imported: Yes Format: Controlled by program Units: Text Label of the load pattern to which the specified auto seismic load applies. Field: Dir Field is Imported: Yes Format: Controlled by program Units: Text This item is either X or Y indicating the global direction in which the specified auto seismic load acts. Field: PercentEcc Field is Imported: Yes Format: Controlled by program Units: Unitless The percentage eccentricity applicable to all rigid diaphragms. This item only applies if the Dir item indicates that there is eccentricity. Note that if the EccOverride item is Yes, then this eccentricity may be overwritten for some diaphragms. Field: EccOverride Field is Imported: No Format: Controlled by program Units: Yes/No This item indicates if the percentage eccentricity specified by the PercentEcc item is overwritten for any of the rigid diaphragms in the model. Field: PeriodCalc Field is Imported: Yes Format: Controlled by program Units: Text This item indicates the method used to determine the building period for use in calculating the magnitude of the auto seismic load. It is either Approximate, Prog Calc (short for program calculated), or User. Table: Auto Seismic - AS 1170 2007 Field: LoadPat Page 66 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: kt Field is Imported: Yes Format: Controlled by program Units: Unitless The kt factor used in calculating the building period. Field: UserT Field is Imported: Yes Format: Other Time (Seconds) (Time-Related section of form) Units: Sec The user-defined value of the building period used in calculating the magnitude of the auto seismic load. Field: UserZ Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the TopZ and BotZ items are specified by the user. It is No if these items are automatically calculated by the program. The program calculated values put TopZ at the maximum global Z-coordinate found for all point objects in the structure and BotZ at the minimum global Z-coordinate. Field: MaxZ Field is Imported: Yes Format: Coordinates (Structure Dimensions section of form) Units: Length The global Z-coordinate at the highest level where auto seismic loads are applied. This item only applies when the Z values are user defined. Field: MinZ Field is Imported: Yes Format: Coordinates (Structure Dimensions section of form) Units: Length The global Z-coordinate at the lowest level where auto seismic loads are applied. This item only applies when the Z values are user defined. Field: SiteClass Field is Imported: Yes Format: Controlled by program Units: Text This is either A, B, C, D or E indicating the Site Sub Soil Class. Table: Auto Seismic - AS 1170 2007 Field: kt Page 67 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ProbFact Field is Imported: Yes Format: Controlled by program Units: Unitless The AS 1170.4 2007 probability factor, kp, specified in Table 3.1. Field: HazFact Field is Imported: Yes Format: Controlled by program Units: Unitless The AS 1170.4 2007 hazard factor, Z, specified in Table 3.2. Field: StPerFact Field is Imported: Yes Format: Controlled by program Units: Unitless The AS 1170.4 2007 structure performance factor, Sp, specified in Table 6.5. Field: StDucFact Field is Imported: Yes Format: Controlled by program Units: Unitless The AS 1170.4 2007 structure ductility factor, u, specified in Table 6.5. Field: TUsed Field is Imported: No Format: Other Time (Seconds) (Time-Related section of form) Units: Sec The period used to calculate the seismic base shear. This item is only available after the analysis has been run. Field: CoeffUsed Field is Imported: No Format: Controlled by program Units: Unitless The AS 1170.4 2007 coefficient Ch(T) * kp * z * Sp / u used to calculate the seismic base shear. This item is only available after the analysis has been run. Table: Auto Seismic - AS 1170 2007 Field: ProbFact Page 68 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: WeightUsed Field is Imported: No Format: Weight (Mass and Weight section of form) Units: Force The seismic weight of the structure used to calculate the seismic base shear. This item is only available after the analysis has been run. Field: BaseShear Field is Imported: No Format: Force (Forces section of form) Units: Force The base shear calculated for the specified auto seismic load. This item is only available after the analysis has been run. Table: Auto Seismic - BOCA96 Field: LoadPat Field is Imported: Yes Format: Controlled by program Units: Text Label of the load pattern to which the specified auto seismic load applies. Field: Dir Field is Imported: Yes Format: Controlled by program Units: Text This item is either X or Y indicating the global direction in which the specified auto seismic load acts. Field: PercentEcc Field is Imported: Yes Format: Controlled by program Units: Unitless The percentage eccentricity applicable to all rigid diaphragms. This item only applies if the Dir item indicates that there is eccentricity. Note that if the EccOverride item is Yes, then this eccentricity may be overwritten for some diaphragms. Table: Auto Seismic - BOCA96 Field: WeightUsed Page 69 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: EccOverride Field is Imported: No Format: Controlled by program Units: Yes/No This item indicates if the percentage eccentricity specified by the PercentEcc item is overwritten for any of the rigid diaphragms in the model. Field: PeriodCalc Field is Imported: Yes Format: Controlled by program Units: Text This item indicates the method used to determine the building period for use in calculating the magnitude of the auto seismic load. It is either Method A, Prog Calc (short for program calculated), or User. Field: Ct Field is Imported: Yes Format: Controlled by program Units: Unitless The Ct factor used in calculating the building period (in English units). Field: UserT Field is Imported: Yes Format: Other Time (Seconds) (Time-Related section of form) Units: Sec The user-defined value of the building period used in calculating the magnitude of the auto seismic load. Field: UserZ Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the TopZ and BotZ items are specified by the user. It is No if these items are automatically calculated by the program. The program calculated values put TopZ at the maximum global Z-coordinate found for all point objects in the structure and BotZ at the minimum global Z-coordinate. Field: MaxZ Field is Imported: Yes Format: Coordinates (Structure Dimensions section of form) Units: Length The global Z-coordinate at the highest level where auto seismic loads are applied. This item only applies when the Z values are user defined. Table: Auto Seismic - BOCA96 Field: EccOverride Page 70 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: MinZ Field is Imported: Yes Format: Coordinates (Structure Dimensions section of form) Units: Length The global Z-coordinate at the lowest level where auto seismic loads are applied. This item only applies when the Z values are user defined. Field: R Field is Imported: Yes Format: Controlled by program Units: Unitless The BOCA96 response modification factor. Field: Aa Field is Imported: Yes Format: Controlled by program Units: Unitless The BOCA96 effective peak acceleration coefficient. Field: Av Field is Imported: Yes Format: Controlled by program Units: Unitless The BOCA96 effective peak velocity-related coefficient. Field: S Field is Imported: Yes Format: Controlled by program Units: Text The BOCA96 site coefficient. Field: TUsed Field is Imported: No Format: Other Time (Seconds) (Time-Related section of form) Units: Sec The period used to calculate the seismic base shear. This item is only available after the analysis has been run. Table: Auto Seismic - BOCA96 Field: MinZ Page 71 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: CoeffUsed Field is Imported: No Format: Controlled by program Units: Unitless The BOCA96 coefficient Cs used to calculate the seismic base shear. This item is only available after the analysis has been run. Field: WeightUsed Field is Imported: No Format: Weight (Mass and Weight section of form) Units: Force The seismic weight of the structure used to calculate the seismic base shear. This item is only available after the analysis has been run. Field: BaseShear Field is Imported: No Format: Force (Forces section of form) Units: Force The base shear calculated for the specified auto seismic load. This item is only available after the analysis has been run. Table: Auto Seismic - Chinese 2002 Field: LoadPat Field is Imported: Yes Format: Controlled by program Units: Text Label of the load pattern to which the specified auto seismic load applies. Field: Dir Field is Imported: Yes Format: Controlled by program Units: Text This item is either X or Y indicating the global direction in which the specified auto seismic load acts. Table: Auto Seismic - Chinese 2002 Field: CoeffUsed Page 72 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: PercentEcc Field is Imported: Yes Format: Controlled by program Units: Unitless The percentage eccentricity applicable to all rigid diaphragms. This item only applies if the Dir item indicates that there is eccentricity. Note that if the EccOverride item is Yes, then this eccentricity may be overwritten for some diaphragms. Field: EccOverride Field is Imported: No Format: Controlled by program Units: Yes/No This item indicates if the percentage eccentricity specified by the PercentEcc item is overwritten for any of the rigid diaphragms in the model. Field: PeriodCalc Field is Imported: Yes Format: Controlled by program Units: Text This item indicates the method used to determine the building period for use in calculating the magnitude of the auto seismic load. It is either Prog Calc (short for program calculated), or User. Field: UserT Field is Imported: Yes Format: Other Time (Seconds) (Time-Related section of form) Units: Sec The user-defined value of the building period used in calculating the magnitude of the auto seismic load. Field: UserZ Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the TopZ and BotZ items are specified by the user. It is No if these items are automatically calculated by the program. The program calculated values put TopZ at the maximum global Z-coordinate found for all point objects in the structure and BotZ at the minimum global Z-coordinate. Table: Auto Seismic - Chinese 2002 Field: PercentEcc Page 73 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: MaxZ Field is Imported: Yes Format: Coordinates (Structure Dimensions section of form) Units: Length The global Z-coordinate at the highest level where auto seismic loads are applied. This item only applies when the Z values are user defined. Field: MinZ Field is Imported: Yes Format: Coordinates (Structure Dimensions section of form) Units: Length The global Z-coordinate at the lowest level where auto seismic loads are applied. This item only applies when the Z values are user defined. Field: AlphaMax Field is Imported: Yes Format: Controlled by program Units: Unitless The Chinese 2002 maximum influence factor. Field: SI Field is Imported: Yes Format: Controlled by program Units: Text This is one of the following items indicating the Chinese 2002 seismic intensity: 6 (0.05g), 7 (0.10g), 7 (0.15g), 8 (0.20g), 8 (0.30g), or 9 (0.40g). Field: DampRatio Field is Imported: Yes Format: Controlled by program Units: Unitless The Chinese 2002 damping ratio. Field: Tg Field is Imported: Yes Format: Period (Time-Related section of form) Units: Sec The Chinese 2002 characteristic ground period. Table: Auto Seismic - Chinese 2002 Field: MaxZ Page 74 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: PTDF Field is Imported: Yes Format: Controlled by program Units: Unitless The Chinese 2002 period time discount factor. Field: EnhanceFact Field is Imported: Yes Format: Controlled by program Units: Unitless The Chinese 2002 enhancement factor. Field: TUsed Field is Imported: No Format: Other Time (Seconds) (Time-Related section of form) Units: Sec The period used to calculate the seismic base shear. This item is only available after the analysis has been run. Field: CoeffUsed Field is Imported: No Format: Controlled by program Units: Unitless The Chinese 2002 Seismic coefficient used to calculate the seismic base shear. This item is only available after the analysis has been run. Field: WeightUsed Field is Imported: No Format: Weight (Mass and Weight section of form) Units: Force The seismic weight of the structure used to calculate the seismic base shear. This item is only available after the analysis has been run. Field: BaseShear Field is Imported: No Format: Force (Forces section of form) Units: Force The base shear calculated for the specified auto seismic load. This item is only available after the analysis has been run. Table: Auto Seismic - Chinese 2002 Field: PTDF Page 75 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Auto Seismic - Eurocode8 2004 Field: LoadPat Field is Imported: Yes Format: Controlled by program Units: Text Label of the load pattern to which the specified auto seismic load applies. Field: Dir Field is Imported: Yes Format: Controlled by program Units: Text This item is either X or Y indicating the global direction in which the specified auto seismic load acts. Field: PercentEcc Field is Imported: Yes Format: Controlled by program Units: Unitless The percentage eccentricity applicable to all rigid diaphragms. This item only applies if the Dir item indicates that there is eccentricity. Note that if the EccOverride item is Yes, then this eccentricity may be overwritten for some diaphragms. Field: EccOverride Field is Imported: No Format: Controlled by program Units: Yes/No This item indicates if the percentage eccentricity specified by the PercentEcc item is overwritten for any of the rigid diaphragms in the model. Field: PeriodCalc Field is Imported: Yes Format: Controlled by program Units: Text This item indicates the method used to determine the building period for use in calculating the magnitude of the auto seismic load. It is either Approximate, Prog Calc (short for program calculated), or User. Table: Auto Seismic - Eurocode8 2004 Field: LoadPat Page 76 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Ct Field is Imported: Yes Format: Controlled by program Units: Unitless The Ct factor used in calculating the building period (in meters). Field: UserT Field is Imported: Yes Format: Other Time (Seconds) (Time-Related section of form) Units: Sec The user-defined value of the building period used in calculating the magnitude of the auto seismic load. Field: UserZ Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the TopZ and BotZ items are specified by the user. It is No if these items are automatically calculated by the program. The program calculated values put TopZ at the maximum global Z-coordinate found for all point objects in the structure and BotZ at the minimum global Z-coordinate. Field: MaxZ Field is Imported: Yes Format: Coordinates (Structure Dimensions section of form) Units: Length The global Z-coordinate at the highest level where auto seismic loads are applied. This item only applies when the Z values are user defined. Field: MinZ Field is Imported: Yes Format: Coordinates (Structure Dimensions section of form) Units: Length The global Z-coordinate at the lowest level where auto seismic loads are applied. This item only applies when the Z values are user defined. Field: Ag Field is Imported: Yes Format: Controlled by program Units: Unitless The EuroCode8-2004 design ground acceleration in g, ag. Table: Auto Seismic - Eurocode8 2004 Field: Ct Page 77 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: SpecType Field is Imported: Yes Format: Controlled by program Units: Text The EuroCode8-2004 spectrum type. This is either 1 or 2. Field: GroundType Field is Imported: Yes Format: Controlled by program Units: Text The EuroCode8-2004 ground type. This is either A, B, C, D or E. Field: LBFact Field is Imported: Yes Format: Controlled by program Units: Unitless The EuroCode8-2004 lower bound factor, Beta. Field: BehaveFact Field is Imported: Yes Format: Controlled by program Units: Unitless The EuroCode8-2004 behavior factor, q. Field: CorrFact Field is Imported: Yes Format: Controlled by program Units: Unitless The EuroCode8-2004 correction factor, Lambda. Field: TUsed Field is Imported: No Format: Other Time (Seconds) (Time-Related section of form) Units: Sec The period used to calculate the seismic base shear. This item is only available after the analysis has been run. Table: Auto Seismic - Eurocode8 2004 Field: SpecType Page 78 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: CoeffUsed Field is Imported: No Format: Controlled by program Units: Unitless The Eurocode8 2004 coefficient Sd(T) used to calculate the seismic base shear. This item is only available after the analysis has been run. Field: WeightUsed Field is Imported: No Format: Weight (Mass and Weight section of form) Units: Force The seismic weight of the structure used to calculate the seismic base shear. This item is only available after the analysis has been run. Field: BaseShear Field is Imported: No Format: Force (Forces section of form) Units: Force The base shear calculated for the specified auto seismic load. This item is only available after the analysis has been run. Table: Auto Seismic - IBC2003 Field: LoadPat Field is Imported: Yes Format: Controlled by program Units: Text Label of the load pattern to which the specified auto seismic load applies. Field: Dir Field is Imported: Yes Format: Controlled by program Units: Text This item is either X or Y indicating the global direction in which the specified auto seismic load acts. Table: Auto Seismic - IBC2003 Field: CoeffUsed Page 79 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: PercentEcc Field is Imported: Yes Format: Controlled by program Units: Unitless The percentage eccentricity applicable to all rigid diaphragms. This item only applies if the Dir item indicates that there is eccentricity. Note that if the EccOverride item is Yes, then this eccentricity may be overwritten for some diaphragms. Field: EccOverride Field is Imported: No Format: Controlled by program Units: Yes/No This item indicates if the percentage eccentricity specified by the PercentEcc item is overwritten for any of the rigid diaphragms in the model. Field: PeriodCalc Field is Imported: Yes Format: Controlled by program Units: Text This item indicates the method used to determine the building period for use in calculating the magnitude of the auto seismic load. It is either Method A, Prog Calc (short for program calculated), or User. Field: Ct Field is Imported: Yes Format: Controlled by program Units: Unitless The Ct factor used in calculating the building period (in English units). Field: UserT Field is Imported: Yes Format: Other Time (Seconds) (Time-Related section of form) Units: Sec The user-defined value of the building period used in calculating the magnitude of the auto seismic load. Field: UserZ Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the TopZ and BotZ items are specified by the user. It is No if these items are automatically calculated by the program. The program calculated values put Table: Auto Seismic - IBC2003 Field: PercentEcc Page 80 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation TopZ at the maximum global Z-coordinate found for all point objects in the structure and BotZ at the minimum global Z-coordinate. Field: MaxZ Field is Imported: Yes Format: Coordinates (Structure Dimensions section of form) Units: Length The global Z-coordinate at the highest level where auto seismic loads are applied. This item only applies when the Z values are user defined. Field: MinZ Field is Imported: Yes Format: Coordinates (Structure Dimensions section of form) Units: Length The global Z-coordinate at the lowest level where auto seismic loads are applied. This item only applies when the Z values are user defined. Field: R Field is Imported: Yes Format: Controlled by program Units: Unitless The IBC2003 response modification factor. Field: Omega Field is Imported: Yes Format: Controlled by program Units: Unitless The IBC2003 system overstrength factor used for design. Field: Cd Field is Imported: Yes Format: Controlled by program Units: Unitless The IBC2003 deflection amplification factor used for design. Field: SeisGroup Field is Imported: Yes Format: Controlled by program Units: Text The IBC2003 seismic group. Table: Auto Seismic - IBC2003 Field: MaxZ Page 81 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: SiteClass Field is Imported: Yes Format: Controlled by program Units: Text The IBC2003 site class. Field: Ss Field is Imported: Yes Format: Controlled by program Units: Unitless The IBC2003 mapped spectral acceleration for short periods. Field: S1 Field is Imported: Yes Format: Controlled by program Units: Unitless The IBC2003 mapped spectral acceleration for a one second period. Field: Fa Field is Imported: Yes Format: Controlled by program Units: Unitless The IBC2003 site coefficient, Fa. Field: Fv Field is Imported: Yes Format: Controlled by program Units: Unitless The IBC2003 site coefficient, Fv. Field: TUsed Field is Imported: No Format: Other Time (Seconds) (Time-Related section of form) Units: Sec The period used to calculate the seismic base shear. This item is only available after the analysis has been run. Table: Auto Seismic - IBC2003 Field: SiteClass Page 82 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: CoeffUsed Field is Imported: No Format: Controlled by program Units: Unitless The IBC2003 coefficient Cs used to calculate the seismic base shear. This item is only available after the analysis has been run. Field: WeightUsed Field is Imported: No Format: Weight (Mass and Weight section of form) Units: Force The seismic weight of the structure used to calculate the seismic base shear. This item is only available after the analysis has been run. Field: BaseShear Field is Imported: No Format: Force (Forces section of form) Units: Force The base shear calculated for the specified auto seismic load. This item is only available after the analysis has been run. Table: Auto Seismic - IBC2006 Field: LoadPat Field is Imported: Yes Format: Controlled by program Units: Text Label of the load pattern to which the specified auto seismic load applies. Field: Dir Field is Imported: Yes Format: Controlled by program Units: Text This item is either X or Y indicating the global direction in which the specified auto seismic load acts. Table: Auto Seismic - IBC2006 Field: CoeffUsed Page 83 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: PercentEcc Field is Imported: Yes Format: Controlled by program Units: Unitless The percentage eccentricity applicable to all rigid diaphragms. This item only applies if the Dir item indicates that there is eccentricity. Note that if the EccOverride item is Yes, then this eccentricity may be overwritten for some diaphragms. Field: EccOverride Field is Imported: No Format: Controlled by program Units: Yes/No This item indicates if the percentage eccentricity specified by the PercentEcc item is overwritten for any of the rigid diaphragms in the model. Field: PeriodCalc Field is Imported: Yes Format: Controlled by program Units: Text This item indicates the method used to determine the building period for use in calculating the magnitude of the auto seismic load. It is either Approximate, Prog Calc (short for program calculated), or User. Field: CtAndX Field is Imported: Yes Format: Controlled by program Units: Text The item is the value of Ct an x used to calculate the approximate period, Ta, where Ta = Ct * h^x. This item is either '0.028ft, 0.8'; '0.016ft, 0.9'; '0.03ft, 0.75'; or '0.02ft, 0.75'. Field: UserT Field is Imported: Yes Format: Other Time (Seconds) (Time-Related section of form) Units: Sec The user-defined value of the building period used in calculating the magnitude of the auto seismic load. Field: UserZ Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the TopZ and BotZ items are specified by the user. It is No if these items are automatically calculated by the program. The program calculated values put Table: Auto Seismic - IBC2006 Field: PercentEcc Page 84 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation TopZ at the maximum global Z-coordinate found for all point objects in the structure and BotZ at the minimum global Z-coordinate. Field: MaxZ Field is Imported: Yes Format: Coordinates (Structure Dimensions section of form) Units: Length The global Z-coordinate at the highest level where auto seismic loads are applied. This item only applies when the Z values are user defined. Field: MinZ Field is Imported: Yes Format: Coordinates (Structure Dimensions section of form) Units: Length The global Z-coordinate at the lowest level where auto seismic loads are applied. This item only applies when the Z values are user defined. Field: R Field is Imported: Yes Format: Controlled by program Units: Unitless The IBC2006 response modification factor. Field: Omega Field is Imported: Yes Format: Controlled by program Units: Unitless The IBC2006 system overstrength factor used for design. Field: Cd Field is Imported: Yes Format: Controlled by program Units: Unitless The IBC2006 deflection amplification factor used for design. Field: I Field is Imported: Yes Format: Controlled by program Units: Unitless The IBC2006 occupancy importance factor. Table: Auto Seismic - IBC2006 Field: MaxZ Page 85 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: AccOption Field is Imported: Yes Format: Controlled by program Units: Text This is either Latitude/Longitude, Zip Code or User indicating the option used to determine the Ss and S1 spectral accelerations. Field: Latitude Field is Imported: Yes Format: Controlled by program Units: Unitless This item is only applicable when the AccOption item is Latitude/Longitude. Field: Longitude Field is Imported: Yes Format: Controlled by program Units: Unitless This item is only applicable when the AccOption item is Latitude/Longitude. Field: ZipCode Field is Imported: Yes Format: Controlled by program Units: Text The 5-digit zip code of the site where the response spectrum is desired. This item is only applicable when the AccOption item is Zip Code. Note that the Ss and S1 values used for this option are those at the center of the specified zip codes; they are not maximum or minimum values. For some zip codes (such as those in coastal California) there may be significance variation of Ss and S1 over the zip code.Thus the zip code option should be used with care. In general, the Latitude/Longitude method is recommended. Field: Ss Field is Imported: Yes Format: Controlled by program Units: Unitless This item is only imported when the AccOption item is User. Table: Auto Seismic - IBC2006 Field: AccOption Page 86 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: S1 Field is Imported: Yes Format: Controlled by program Units: Unitless This item is only imported when the AccOption item is User. Field: TL Field is Imported: Yes Format: Period (Time-Related section of form) Units: Sec The long-period transition period. Field: SiteClass Field is Imported: Yes Format: Controlled by program Units: Text This is either A, B, C, D, E or F indicating the site class for the considered site. Field: Fa Field is Imported: Yes Format: Controlled by program Units: Unitless This item is only imported when the SiteClass item is F. Field: Fv Field is Imported: Yes Format: Controlled by program Units: Unitless This item is only imported when the SiteClass item is F. Field: SDS Field is Imported: No Format: Controlled by program Units: Unitless The design response spectrum acceleration at short periods. SDS = (2/3) * Fa * Ss. Field: SD1 Field is Imported: No Format: Controlled by program Units: Unitless The design response spectrum acceleration at 1-second period. SD1 = (2/3) * Fv * S1. Table: Auto Seismic - IBC2006 Field: S1 Page 87 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: TUsed Field is Imported: No Format: Other Time (Seconds) (Time-Related section of form) Units: Sec The period used to calculate the seismic base shear. This item is only available after the analysis has been run. Field: CoeffUsed Field is Imported: No Format: Controlled by program Units: Unitless The IBC2003 coefficient Cs used to calculate the seismic base shear. This item is only available after the analysis has been run. Field: WeightUsed Field is Imported: No Format: Weight (Mass and Weight section of form) Units: Force The seismic weight of the structure used to calculate the seismic base shear. This item is only available after the analysis has been run. Field: BaseShear Field is Imported: No Format: Force (Forces section of form) Units: Force The base shear calculated for the specified auto seismic load. This item is only available after the analysis has been run. Table: Auto Seismic - IS1893:2002 Field: LoadPat Field is Imported: Yes Format: Controlled by program Units: Text Label of the load pattern to which the specified auto seismic load applies. Table: Auto Seismic - IS1893:2002 Field: TUsed Page 88 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Dir Field is Imported: Yes Format: Controlled by program Units: Text This item is either X or Y indicating the global direction in which the specified auto seismic load acts. Field: PercentEcc Field is Imported: Yes Format: Controlled by program Units: Unitless The percentage eccentricity applicable to all rigid diaphragms. This item only applies if the Dir item indicates that there is eccentricity. Note that if the EccOverride item is Yes, then this eccentricity may be overwritten for some diaphragms. Field: EccOverride Field is Imported: No Format: Controlled by program Units: Yes/No This item indicates if the percentage eccentricity specified by the PercentEcc item is overwritten for any of the rigid diaphragms in the model. Field: PeriodCalc Field is Imported: Yes Format: Controlled by program Units: Text This item indicates the method used to determine the building period for use in calculating the magnitude of the auto seismic load. It is either Approximate, Prog Calc (short for program calculated), or User. Field: Ct Field is Imported: Yes Format: Controlled by program Units: Unitless The Ct factor used in calculating the building period (in meters). Field: UserT Field is Imported: Yes Format: Other Time (Seconds) (Time-Related section of form) Units: Sec The user-defined value of the building period used in calculating the magnitude of the auto seismic load. Table: Auto Seismic - IS1893:2002 Field: Dir Page 89 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: UserZ Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the TopZ and BotZ items are specified by the user. It is No if these items are automatically calculated by the program. The program calculated values put TopZ at the maximum global Z-coordinate found for all point objects in the structure and BotZ at the minimum global Z-coordinate. Field: MaxZ Field is Imported: Yes Format: Coordinates (Structure Dimensions section of form) Units: Length The global Z-coordinate at the highest level where auto seismic loads are applied. This item only applies when the Z values are user defined. Field: MinZ Field is Imported: Yes Format: Coordinates (Structure Dimensions section of form) Units: Length The global Z-coordinate at the lowest level where auto seismic loads are applied. This item only applies when the Z values are user defined. Field: ZCode Field is Imported: Yes Format: Controlled by program Units: Text This is either 0.10, 0.16, 0.24 0r 0.36 indicating the seismic zone factor, Z, as specified in the IS1893 2002 code. Field: ZUser Field is Imported: Yes Format: Controlled by program Units: Unitless The user specified seismic zone factor, Z. Field: SoilType Field is Imported: Yes Format: Controlled by program Units: Text This is either I, II or III indicating the soil type. Table: Auto Seismic - IS1893:2002 Field: UserZ Page 90 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: I Field is Imported: Yes Format: Controlled by program Units: Unitless The IS1893 2002 importance factor. Field: R Field is Imported: Yes Format: Controlled by program Units: Unitless The IS1893 2002 response reduction factor. Field: TUsed Field is Imported: No Format: Other Time (Seconds) (Time-Related section of form) Units: Sec The period used to calculate the seismic base shear. This item is only available after the analysis has been run. Field: CoeffUsed Field is Imported: No Format: Controlled by program Units: Unitless The IS1893 2002 coefficient Ah used to calculate the seismic base shear. This item is only available after the analysis has been run. Field: WeightUsed Field is Imported: No Format: Weight (Mass and Weight section of form) Units: Force The seismic weight of the structure used to calculate the seismic base shear. This item is only available after the analysis has been run. Field: BaseShear Field is Imported: No Format: Force (Forces section of form) Units: Force The base shear calculated for the specified auto seismic load. This item is only available after the analysis has been run. Table: Auto Seismic - IS1893:2002 Field: I Page 91 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Auto Seismic - NBCC 2005 Field: LoadPat Field is Imported: Yes Format: Controlled by program Units: Text Label of the load pattern to which the specified auto seismic load applies. Field: Dir Field is Imported: Yes Format: Controlled by program Units: Text This item is either X or Y indicating the global direction in which the specified auto seismic load acts. Field: PercentEcc Field is Imported: Yes Format: Controlled by program Units: Unitless The percentage eccentricity applicable to all rigid diaphragms. This item only applies if the Dir item indicates that there is eccentricity. Note that if the EccOverride item is Yes, then this eccentricity may be overwritten for some diaphragms. Field: EccOverride Field is Imported: No Format: Controlled by program Units: Yes/No This item indicates if the percentage eccentricity specified by the PercentEcc item is overwritten for any of the rigid diaphragms in the model. Field: StructType Field is Imported: Yes Format: Controlled by program Units: Text This is either Steel MF, Concrete MF, Other MF, Braced Frame or Shear Wall indicating the type of structure. MF is short for moment frame. Table: Auto Seismic - NBCC 2005 Field: LoadPat Page 92 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: PeriodCalc Field is Imported: Yes Format: Controlled by program Units: Text This item indicates the method used to determine the building period for use in calculating the magnitude of the auto seismic load. It is either Code, Prog Calc (short for program calculated), or User. Field: UserT Field is Imported: Yes Format: Other Time (Seconds) (Time-Related section of form) Units: Sec The user-defined value of the building period used in calculating the magnitude of the auto seismic load. Field: UserZ Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the TopZ and BotZ items are specified by the user. It is No if these items are automatically calculated by the program. The program calculated values put TopZ at the maximum global Z-coordinate found for all point objects in the structure and BotZ at the minimum global Z-coordinate. Field: MaxZ Field is Imported: Yes Format: Coordinates (Structure Dimensions section of form) Units: Length The global Z-coordinate at the highest level where auto seismic loads are applied. This item only applies when the Z values are user defined. Field: MinZ Field is Imported: Yes Format: Coordinates (Structure Dimensions section of form) Units: Length The global Z-coordinate at the lowest level where auto seismic loads are applied. This item only applies when the Z values are user defined. Field: PGA Field is Imported: Yes Format: Controlled by program Units: Unitless The peak ground acceleration. Table: Auto Seismic - NBCC 2005 Field: PeriodCalc Page 93 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Sa02 Field is Imported: Yes Format: Controlled by program Units: Unitless The spectral acceleration at a period of 0.2 seconds. Field: Sa05 Field is Imported: Yes Format: Controlled by program Units: Unitless The spectral acceleration at a period of 0.5 seconds. Field: Sa1 Field is Imported: Yes Format: Controlled by program Units: Unitless The spectral acceleration at a period of 1 second. Field: Sa2 Field is Imported: Yes Format: Controlled by program Units: Unitless The spectral acceleration at a period of 2 seconds. Field: SiteClass Field is Imported: Yes Format: Controlled by program Units: Text This is either A, B, C, D, E or F indicating the site class. Field: Fa Field is Imported: Yes Format: Controlled by program Units: Unitless The site coefficient, Fa. This item is only imported when the Site Class item is F. Table: Auto Seismic - NBCC 2005 Field: Sa02 Page 94 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Fv Field is Imported: Yes Format: Controlled by program Units: Unitless The site coefficient, Fv. This item is only imported when the Site Class item is F. Field: Ie Field is Imported: Yes Format: Controlled by program Units: Unitless The importance factor, Ie. Field: Mv Field is Imported: Yes Format: Controlled by program Units: Unitless The higher mode factor, Mv. Field: Rd Field is Imported: Yes Format: Controlled by program Units: Unitless The ductility modifier, Rd. Field: Ro Field is Imported: Yes Format: Controlled by program Units: Unitless The overstrength modifier, Ro. Field: TUsed Field is Imported: No Format: Other Time (Seconds) (Time-Related section of form) Units: Sec The period used to calculate the seismic base shear. This item is only available after the analysis has been run. Table: Auto Seismic - NBCC 2005 Field: Fv Page 95 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: CoeffUsed Field is Imported: No Format: Controlled by program Units: Unitless The NBCC 2005 V/W used to calculate the seismic base shear. This item is only available after the analysis has been run. Field: WeightUsed Field is Imported: No Format: Weight (Mass and Weight section of form) Units: Force The seismic weight of the structure used to calculate the seismic base shear. This item is only available after the analysis has been run. Field: BaseShear Field is Imported: No Format: Force (Forces section of form) Units: Force The base shear calculated for the specified auto seismic load. This item is only available after the analysis has been run. Field: FtUsed Field is Imported: No Format: Force (Forces section of form) Units: Force The Ft force (concentrated force at the top of the building) calculated for the specified auto seismic load. This item is only available after the analysis has been run. Table: Auto Seismic - NBCC95 Field: LoadPat Field is Imported: Yes Format: Controlled by program Units: Text Label of the load pattern to which the specified auto seismic load applies. Table: Auto Seismic - NBCC95 Field: CoeffUsed Page 96 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Dir Field is Imported: Yes Format: Controlled by program Units: Text This item is either X or Y indicating the global direction in which the specified auto seismic load acts. Field: PercentEcc Field is Imported: Yes Format: Controlled by program Units: Unitless The percentage eccentricity applicable to all rigid diaphragms. This item only applies if the Dir item indicates that there is eccentricity. Note that if the EccOverride item is Yes, then this eccentricity may be overwritten for some diaphragms. Field: EccOverride Field is Imported: No Format: Controlled by program Units: Yes/No This item indicates if the percentage eccentricity specified by the PercentEcc item is overwritten for any of the rigid diaphragms in the model. Field: StructType Field is Imported: Yes Format: Controlled by program Units: Text This is either Mom Frame or Other indicating the type of structure. Field: PeriodCalc Field is Imported: Yes Format: Controlled by program Units: Text This item indicates the method used to determine the building period for use in calculating the magnitude of the auto seismic load. It is either Code, Prog Calc (short for program calculated), or User. Field: Ds Field is Imported: Yes Format: Absolute Distance (Structure Dimensions section of form) Units: Length Length of wall or braced frame which constitutes the main lateral-force resisting system. Table: Auto Seismic - NBCC95 Field: Dir Page 97 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: UserT Field is Imported: Yes Format: Other Time (Seconds) (Time-Related section of form) Units: Sec The user-defined value of the building period used in calculating the magnitude of the auto seismic load. Field: UserZ Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the TopZ and BotZ items are specified by the user. It is No if these items are automatically calculated by the program. The program calculated values put TopZ at the maximum global Z-coordinate found for all point objects in the structure and BotZ at the minimum global Z-coordinate. Field: MaxZ Field is Imported: Yes Format: Coordinates (Structure Dimensions section of form) Units: Length The global Z-coordinate at the highest level where auto seismic loads are applied. This item only applies when the Z values are user defined. Field: MinZ Field is Imported: Yes Format: Coordinates (Structure Dimensions section of form) Units: Length The global Z-coordinate at the lowest level where auto seismic loads are applied. This item only applies when the Z values are user defined. Field: R Field is Imported: Yes Format: Controlled by program Units: Unitless NBCC 95 force modification factor. Field: Za Field is Imported: Yes Format: Controlled by program Units: Text NBCC95 acceleration-related seismic zone. Table: Auto Seismic - NBCC95 Field: UserT Page 98 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Zv Field is Imported: Yes Format: Controlled by program Units: Text NBCC95 velocity-related seismic zone. Field: VType Field is Imported: Yes Format: Controlled by program Units: Text This item indicates whether the NBCC95 zonal velocity ratio is program calculated based on Zv, or it is user-defined. Field: V Field is Imported: Yes Format: Controlled by program Units: Unitless NBCC95 zonal velocity ratio. Field: I Field is Imported: Yes Format: Controlled by program Units: Unitless NBCC95 importance factor. Field: F Field is Imported: Yes Format: Controlled by program Units: Unitless NBCC95 foundation factor. Field: VeOverWUsed Field is Imported: No Format: Controlled by program Units: Text The Ve factor divided by W (weight) used to calculate the base shear. This item is only available after the analysis has been run. Table: Auto Seismic - NBCC95 Field: Zv Page 99 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: WeightUsed Field is Imported: No Format: Weight (Mass and Weight section of form) Units: Force The seismic weight of the structure used to calculate the seismic base shear. This item is only available after the analysis has been run. Field: BaseShear Field is Imported: No Format: Force (Forces section of form) Units: Force The base shear calculated for the specified auto seismic load. This item is only available after the analysis has been run. Field: FtUsed Field is Imported: No Format: Force (Forces section of form) Units: Force The Ft force (concentrated force at the top of the building) calculated for the specified auto seismic load. This item is only available after the analysis has been run. Table: Auto Seismic - NEHRP97 Field: LoadPat Field is Imported: Yes Format: Controlled by program Units: Text Label of the load pattern to which the specified auto seismic load applies. Field: Dir Field is Imported: Yes Format: Controlled by program Units: Text This item is either X or Y indicating the global direction in which the specified auto seismic load acts. Table: Auto Seismic - NEHRP97 Field: WeightUsed Page 100 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: PercentEcc Field is Imported: Yes Format: Controlled by program Units: Unitless The percentage eccentricity applicable to all rigid diaphragms. This item only applies if the Dir item indicates that there is eccentricity. Note that if the EccOverride item is Yes, then this eccentricity may be overwritten for some diaphragms. Field: EccOverride Field is Imported: No Format: Controlled by program Units: Yes/No This item indicates if the percentage eccentricity specified by the PercentEcc item is overwritten for any of the rigid diaphragms in the model. Field: PeriodCalc Field is Imported: Yes Format: Controlled by program Units: Text This item indicates the method used to determine the building period for use in calculating the magnitude of the auto seismic load. It is either Method A, Prog Calc (short for program calculated), or User. Field: Ct Field is Imported: Yes Format: Controlled by program Units: Unitless The Ct factor used in calculating the building period (in English units). Field: UserT Field is Imported: Yes Format: Other Time (Seconds) (Time-Related section of form) Units: Sec The user-defined value of the building period used in calculating the magnitude of the auto seismic load. Field: UserZ Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the TopZ and BotZ items are specified by the user. It is No if these items are automatically calculated by the program. The program calculated values put Table: Auto Seismic - NEHRP97 Field: PercentEcc Page 101 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation TopZ at the maximum global Z-coordinate found for all point objects in the structure and BotZ at the minimum global Z-coordinate. Field: MaxZ Field is Imported: Yes Format: Coordinates (Structure Dimensions section of form) Units: Length The global Z-coordinate at the highest level where auto seismic loads are applied. This item only applies when the Z values are user defined. Field: MinZ Field is Imported: Yes Format: Coordinates (Structure Dimensions section of form) Units: Length The global Z-coordinate at the lowest level where auto seismic loads are applied. This item only applies when the Z values are user defined. Field: R Field is Imported: Yes Format: Controlled by program Units: Unitless The NEHRP97 response modification factor. Field: SeisGroup Field is Imported: Yes Format: Controlled by program Units: Text The NEHRP97 seismic group. Field: SiteClass Field is Imported: Yes Format: Controlled by program Units: Text The NEHRP97 site class. Field: Ss Field is Imported: Yes Format: Controlled by program Units: Unitless The NEHRP97 mapped spectral acceleration for short periods. Table: Auto Seismic - NEHRP97 Field: MaxZ Page 102 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: S1 Field is Imported: Yes Format: Controlled by program Units: Unitless The NEHRP97 mapped spectral acceleration for a one second period. Field: Fa Field is Imported: Yes Format: Controlled by program Units: Unitless The NEHRP97 site coefficient, Fa. Field: Fv Field is Imported: Yes Format: Controlled by program Units: Unitless The NEHRP97 site coefficient, Fv. Field: TUsed Field is Imported: No Format: Other Time (Seconds) (Time-Related section of form) Units: Sec The period used to calculate the seismic base shear. This item is only available after the analysis has been run. Field: CoeffUsed Field is Imported: No Format: Controlled by program Units: Unitless The NEHRP97 coefficient Cs used to calculate the seismic base shear. This item is only available after the analysis has been run. Field: WeightUsed Field is Imported: No Format: Weight (Mass and Weight section of form) Units: Force The seismic weight of the structure used to calculate the seismic base shear. This item is only available after the analysis has been run. Table: Auto Seismic - NEHRP97 Field: S1 Page 103 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: BaseShear Field is Imported: No Format: Force (Forces section of form) Units: Force The base shear calculated for the specified auto seismic load. This item is only available after the analysis has been run. Table: Auto Seismic - NZS 1170 2004 Field: LoadPat Field is Imported: Yes Format: Controlled by program Units: Text Label of the load pattern to which the specified auto seismic load applies. Field: Dir Field is Imported: Yes Format: Controlled by program Units: Text This item is either X or Y indicating the global direction in which the specified auto seismic load acts. Field: PercentEcc Field is Imported: Yes Format: Controlled by program Units: Unitless The percentage eccentricity applicable to all rigid diaphragms. This item only applies if the Dir item indicates that there is eccentricity. Note that if the EccOverride item is Yes, then this eccentricity may be overwritten for some diaphragms. Field: EccOverride Field is Imported: No Format: Controlled by program Units: Yes/No This item indicates if the percentage eccentricity specified by the PercentEcc item is overwritten for any of the rigid diaphragms in the model. Table: Auto Seismic - NZS 1170 2004 Field: BaseShear Page 104 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: PeriodCalc Field is Imported: Yes Format: Controlled by program Units: Text This item indicates the method used to determine the building period for use in calculating the magnitude of the auto seismic load. It is either Approximate, Prog Calc (short for program calculated), or User. Field: UserT Field is Imported: Yes Format: Other Time (Seconds) (Time-Related section of form) Units: Sec The user-defined value of the building period used in calculating the magnitude of the auto seismic load. Field: UserZ Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the TopZ and BotZ items are specified by the user. It is No if these items are automatically calculated by the program. The program calculated values put TopZ at the maximum global Z-coordinate found for all point objects in the structure and BotZ at the minimum global Z-coordinate. Field: MaxZ Field is Imported: Yes Format: Coordinates (Structure Dimensions section of form) Units: Length The global Z-coordinate at the highest level where auto seismic loads are applied. This item only applies when the Z values are user defined. Field: MinZ Field is Imported: Yes Format: Coordinates (Structure Dimensions section of form) Units: Length The global Z-coordinate at the lowest level where auto seismic loads are applied. This item only applies when the Z values are user defined. Field: SiteClass Field is Imported: Yes Format: Controlled by program Units: Text This is either A, B, C, D or E indicating the Site Sub Soil Class. Table: Auto Seismic - NZS 1170 2004 Field: PeriodCalc Page 105 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Z Field is Imported: Yes Format: Controlled by program Units: Unitless The NZS 1170.5 2004 hazard factor specified in clause 3.1.4. Field: R Field is Imported: Yes Format: Controlled by program Units: Unitless The NZS 1170.5 2004 return period factor specified in clause 3.1.5. Field: N Field is Imported: Yes Format: Controlled by program Units: Unitless The NZS 1170.5 2004 near fault factor specified in clause 3.1.6". Field: StPerFact Field is Imported: Yes Format: Controlled by program Units: Unitless The NZS 1170.5 2004 structure performance factor, Sp. Field: StDucFact Field is Imported: Yes Format: Controlled by program Units: Unitless The NZS 1170.5 2004 structure ductility factor, u. Field: TUsed Field is Imported: No Format: Other Time (Seconds) (Time-Related section of form) Units: Sec The period used to calculate the seismic base shear. This item is only available after the analysis has been run. Table: Auto Seismic - NZS 1170 2004 Field: Z Page 106 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: CoeffUsed Field is Imported: No Format: Controlled by program Units: Unitless The NZS 1170.4 2004 coefficient Cd(T) used to calculate the seismic base shear. This item is only available after the analysis has been run. Field: WeightUsed Field is Imported: No Format: Weight (Mass and Weight section of form) Units: Force The seismic weight of the structure used to calculate the seismic base shear. This item is only available after the analysis has been run. Field: BaseShear Field is Imported: No Format: Force (Forces section of form) Units: Force The base shear calculated for the specified auto seismic load. This item is only available after the analysis has been run. Table: Auto Seismic - UBC94 Field: LoadPat Field is Imported: Yes Format: Controlled by program Units: Text Label of the load pattern to which the specified auto seismic load applies. Field: Dir Field is Imported: Yes Format: Controlled by program Units: Text This item is either X or Y indicating the global direction in which the specified auto seismic load acts. Table: Auto Seismic - UBC94 Field: CoeffUsed Page 107 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: PercentEcc Field is Imported: Yes Format: Controlled by program Units: Unitless The percentage eccentricity applicable to all rigid diaphragms. This item only applies if the Dir item indicates that there is eccentricity. Note that if the EccOverride item is Yes, then this eccentricity may be overwritten for some diaphragms. Field: EccOverride Field is Imported: No Format: Controlled by program Units: Yes/No This item indicates if the percentage eccentricity specified by the PercentEcc item is overwritten for any of the rigid diaphragms in the model. Field: PeriodCalc Field is Imported: Yes Format: Controlled by program Units: Text This item indicates the method used to determine the building period for use in calculating the magnitude of the auto seismic load. It is either Method A, Prog Calc (short for program calculated), or User. Field: Ct Field is Imported: Yes Format: Controlled by program Units: Unitless The Ct factor used in calculating the building period (in English units). Field: UserT Field is Imported: Yes Format: Other Time (Seconds) (Time-Related section of form) Units: Sec The user-defined value of the building period used in calculating the magnitude of the auto seismic load. Field: UserZ Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the TopZ and BotZ items are specified by the user. It is No if these items are automatically calculated by the program. The program calculated values put Table: Auto Seismic - UBC94 Field: PercentEcc Page 108 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation TopZ at the maximum global Z-coordinate found for all point objects in the structure and BotZ at the minimum global Z-coordinate. Field: MaxZ Field is Imported: Yes Format: Coordinates (Structure Dimensions section of form) Units: Length The global Z-coordinate at the highest level where auto seismic loads are applied. This item only applies when the Z values are user defined. Field: MinZ Field is Imported: Yes Format: Coordinates (Structure Dimensions section of form) Units: Length The global Z-coordinate at the lowest level where auto seismic loads are applied. This item only applies when the Z values are user defined. Field: Rw Field is Imported: Yes Format: Controlled by program Units: Unitless The UBC94 numerical factor, Rw. Field: Z Field is Imported: Yes Format: Controlled by program Units: Text The UBC94 seismic zone factor. Field: S Field is Imported: Yes Format: Controlled by program Units: Text The UBC94 site coefficient for soil characteristics. Field: I Field is Imported: Yes Format: Controlled by program Units: Unitless The UBC94 importance factor. Table: Auto Seismic - UBC94 Field: MaxZ Page 109 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: TUsed Field is Imported: No Format: Other Time (Seconds) (Time-Related section of form) Units: Sec The period used to calculate the seismic base shear. This item is only available after the analysis has been run. Field: CoeffUsed Field is Imported: No Format: Controlled by program Units: Unitless The UBC94 coefficient C used to calculate the seismic base shear. This item is only available after the analysis has been run. Field: WeightUsed Field is Imported: No Format: Weight (Mass and Weight section of form) Units: Force The seismic weight of the structure used to calculate the seismic base shear. This item is only available after the analysis has been run. Field: BaseShear Field is Imported: No Format: Force (Forces section of form) Units: Force The base shear calculated for the specified auto seismic load. This item is only available after the analysis has been run. Field: FtUsed Field is Imported: No Format: Force (Forces section of form) Units: Force The Ft force (concentrated force at the top of the building) calculated for the specified auto seismic load. This item is only available after the analysis has been run. Table: Auto Seismic - UBC94 Field: TUsed Page 110 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Auto Seismic - UBC97 Field: LoadPat Field is Imported: Yes Format: Controlled by program Units: Text Label of the load pattern to which the specified auto seismic load applies. Field: Dir Field is Imported: Yes Format: Controlled by program Units: Text This item is either X or Y indicating the global direction in which the specified auto seismic load acts. Field: PercentEcc Field is Imported: Yes Format: Controlled by program Units: Unitless The percentage eccentricity applicable to all rigid diaphragms. This item only applies if the Dir item indicates that there is eccentricity. Note that if the EccOverride item is Yes, then this eccentricity may be overwritten for some diaphragms. Field: EccOverride Field is Imported: No Format: Controlled by program Units: Yes/No This item indicates if the percentage eccentricity specified by the PercentEcc item is overwritten for any of the rigid diaphragms in the model. Field: PeriodCalc Field is Imported: Yes Format: Controlled by program Units: Text This item indicates the method used to determine the building period for use in calculating the magnitude of the auto seismic load. It is either Method A, Prog Calc (short for program calculated), or User. Table: Auto Seismic - UBC97 Field: LoadPat Page 111 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Ct Field is Imported: Yes Format: Controlled by program Units: Unitless The Ct factor used in calculating the building period (in English units). Field: UserT Field is Imported: Yes Format: Other Time (Seconds) (Time-Related section of form) Units: Sec The user-defined value of the building period used in calculating the magnitude of the auto seismic load. Field: UserZ Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the TopZ and BotZ items are specified by the user. It is No if these items are automatically calculated by the program. The program calculated values put TopZ at the maximum global Z-coordinate found for all point objects in the structure and BotZ at the minimum global Z-coordinate. Field: MaxZ Field is Imported: Yes Format: Coordinates (Structure Dimensions section of form) Units: Length The global Z-coordinate at the highest level where auto seismic loads are applied. This item only applies when the Z values are user defined. Field: MinZ Field is Imported: Yes Format: Coordinates (Structure Dimensions section of form) Units: Length The global Z-coordinate at the lowest level where auto seismic loads are applied. This item only applies when the Z values are user defined. Field: R Field is Imported: Yes Format: Controlled by program Units: Unitless The UBC97 overstrength factor. Table: Auto Seismic - UBC97 Field: Ct Page 112 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: SoilType Field is Imported: Yes Format: Controlled by program Units: Text The UBC97 soil profile type. Field: Z Field is Imported: Yes Format: Controlled by program Units: Text The UBC97 seismic zone factor. Field: Ca Field is Imported: Yes Format: Controlled by program Units: Unitless The UBC97 coefficient, Ca. Field: Cv Field is Imported: Yes Format: Controlled by program Units: Unitless The UBC97 coefficient, Cv. Field: SourceType Field is Imported: Yes Format: Controlled by program Units: Text The UBC97 seismic source type. Field: SourceDist Field is Imported: Yes Format: Controlled by program Units: km The distance to the closest known seismic source in kilometers. Field: Na Field is Imported: Yes Format: Controlled by program Units: Unitless The UBC97 near source factor, Na. Table: Auto Seismic - UBC97 Field: SoilType Page 113 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Nv Field is Imported: Yes Format: Controlled by program Units: Unitless The UBC97 near source factor, Nv. Field: I Field is Imported: Yes Format: Controlled by program Units: Unitless The UBC97 importance factor. Field: TUsed Field is Imported: No Format: Other Time (Seconds) (Time-Related section of form) Units: Sec The period used to calculate the seismic base shear. This item is only available after the analysis has been run. Field: WeightUsed Field is Imported: No Format: Weight (Mass and Weight section of form) Units: Force The seismic weight of the structure used to calculate the seismic base shear. This item is only available after the analysis has been run. Field: BaseShear Field is Imported: No Format: Force (Forces section of form) Units: Force The base shear calculated for the specified auto seismic load. This item is only available after the analysis has been run. Field: FtUsed Field is Imported: No Format: Force (Forces section of form) Units: Force The Ft force (concentrated force at the top of the building) calculated for the specified auto seismic load. This item is only available after the analysis has been run. Table: Auto Seismic - UBC97 Field: Nv Page 114 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Auto Seismic - UBC97 Isolated Field: LoadPat Field is Imported: Yes Format: Controlled by program Units: Text Label of the load pattern to which the specified auto seismic load applies. Field: Dir Field is Imported: Yes Format: Controlled by program Units: Text This item is either X or Y indicating the global direction in which the specified auto seismic load acts. Field: PercentEcc Field is Imported: Yes Format: Controlled by program Units: Unitless The percentage eccentricity applicable to all rigid diaphragms. This item only applies if the Dir item indicates that there is eccentricity. Note that if the EccOverride item is Yes, then this eccentricity may be overwritten for some diaphragms. Field: EccOverride Field is Imported: No Format: Controlled by program Units: Yes/No This item indicates if the percentage eccentricity specified by the PercentEcc item is overwritten for any of the rigid diaphragms in the model. Field: UserZ Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the TopZ and BotZ items are specified by the user. It is No if these items are automatically calculated by the program. The program calculated values put TopZ at the maximum global Z-coordinate found for all point objects in the structure and BotZ at the minimum global Z-coordinate. Table: Auto Seismic - UBC97 Isolated Field: LoadPat Page 115 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: MaxZ Field is Imported: Yes Format: Coordinates (Structure Dimensions section of form) Units: Length The global Z-coordinate at the highest level where auto seismic loads are applied. This item only applies when the Z values are user defined. Field: MinZ Field is Imported: Yes Format: Coordinates (Structure Dimensions section of form) Units: Length The global Z-coordinate at the lowest level where auto seismic loads are applied. This item only applies when the Z values are user defined. Field: Ri Field is Imported: Yes Format: Controlled by program Units: Unitless The UBC97 overstrength factor for isolated buildings specified in UBC97 Table A-16-E. Field: Bd Field is Imported: Yes Format: Controlled by program Units: Unitless The UBC97 coefficient for damping specified in UBC97 Table A-16-C. Field: Kmax Field is Imported: Yes Format: Translational Stiffness (Stiffness section of form) Units: Force/Length Maximum effective stiffness of the isolation system. Field: Kmin Field is Imported: Yes Format: Translational Stiffness (Stiffness section of form) Units: Force/Length Minimum effective stiffness of the isolation system. Table: Auto Seismic - UBC97 Isolated Field: MaxZ Page 116 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: SoilType Field is Imported: Yes Format: Controlled by program Units: Text The UBC97 soil profile type. Field: Z Field is Imported: Yes Format: Controlled by program Units: Text The UBC97 seismic zone factor. Field: Cvd Field is Imported: Yes Format: Controlled by program Units: Unitless The UBC97 coefficient, Cv. Field: SourceType Field is Imported: Yes Format: Controlled by program Units: Text The UBC97 seismic source type. Field: SourceDist Field is Imported: Yes Format: Controlled by program Units: km The distance to the closest known seismic source in kilometers. Field: Nv Field is Imported: Yes Format: Controlled by program Units: Unitless The UBC97 near source factor, Nv. Field: WeightUsed Field is Imported: No Format: Weight (Mass and Weight section of form) Units: Force The seismic weight of the structure used to calculate the seismic base shear. This item is only available after the analysis has been run. Table: Auto Seismic - UBC97 Isolated Field: SoilType Page 117 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: BaseShear Field is Imported: No Format: Force (Forces section of form) Units: Force The base shear calculated for the specified auto seismic load. This item is only available after the analysis has been run. Table: Auto Seismic - User Coefficient Field: LoadPat Field is Imported: Yes Format: Controlled by program Units: Text Label of the load pattern to which the specified auto seismic load applies. Field: Dir Field is Imported: Yes Format: Controlled by program Units: Text This item is either X or Y indicating the global direction in which the specified auto seismic load acts. Field: PercentEcc Field is Imported: Yes Format: Controlled by program Units: Unitless The percentage eccentricity applicable to all rigid diaphragms. This item only applies if the Dir item indicates that there is eccentricity. Note that if the EccOverride item is Yes, then this eccentricity may be overwritten for some diaphragms. Field: EccOverride Field is Imported: No Format: Controlled by program Units: Yes/No This item indicates if the percentage eccentricity specified by the PercentEcc item is overwritten for any of the rigid diaphragms in the model. Table: Auto Seismic - User Coefficient Field: BaseShear Page 118 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: UserZ Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the TopZ and BotZ items are specified by the user. It is No if these items are automatically calculated by the program. The program calculated values put TopZ at the maximum global Z-coordinate found for all point objects in the structure and BotZ at the minimum global Z-coordinate. Field: MaxZ Field is Imported: Yes Format: Coordinates (Structure Dimensions section of form) Units: Length The global Z-coordinate at the highest level where auto seismic loads are applied. This item only applies when the Z values are user defined. Field: MinZ Field is Imported: Yes Format: Coordinates (Structure Dimensions section of form) Units: Length The global Z-coordinate at the lowest level where auto seismic loads are applied. This item only applies when the Z values are user defined. Field: C Field is Imported: Yes Format: Controlled by program Units: Unitless The user-defined base shear coefficient (V = CW). Field: K Field is Imported: Yes Format: Controlled by program Units: Unitless The user-defined exponent applied to the story height. Field: WeightUsed Field is Imported: No Format: Weight (Mass and Weight section of form) Units: Force The seismic weight of the structure used to calculate the seismic base shear. This item is only available after the analysis has been run. Table: Auto Seismic - User Coefficient Field: UserZ Page 119 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: BaseShear Field is Imported: No Format: Force (Forces section of form) Units: Force The base shear calculated for the specified auto seismic load. This item is only available after the analysis has been run. Table: Auto Seismic - User Loads Field: LoadPat Field is Imported: Yes Format: Controlled by program Units: Text Label of the load pattern to which the specified auto seismic load applies. Field: Diaphragm Field is Imported: Yes Format: Controlled by program Units: Text The name of the diaphragm to which the load is applied. Field: DiaphragmZ Field is Imported: No Format: Coordinates (Structure Dimensions section of form) Units: Length The global Z-coordinate of the specified diaphragm. Field: AppPoint Field is Imported: Yes Format: Controlled by program Units: Text This item is either CM (short for center of mass) or User indicating the application point of the load. Field: AddEcc Field is Imported: Yes Format: Controlled by program Units: Unitless The additional eccentricity ratio added to the specified load. This added eccentricity causes an MZ moment in the plane of the diaphragm. This item is only applicable when the user seismic load is applied at the center of mass. Table: Auto Seismic - User Loads Field: BaseShear Page 120 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: FX Field is Imported: Yes Format: Force (Forces section of form) Units: Force The force applied to the diaphragm in the global X direction. Field: FY Field is Imported: Yes Format: Force (Forces section of form) Units: Force The force applied to the diaphragm in the global Y direction. Field: MZ Field is Imported: Yes Format: Moment (Forces section of form) Units: Force-Length The moment applied to the diaphragm about the global Z axis. Field: X Field is Imported: Yes Format: Coordinates (Structure Dimensions section of form) Units: Length The user-defined global X coordinate of the load application point. Field: Y Field is Imported: Yes Format: Coordinates (Structure Dimensions section of form) Units: Length The user-defined global Y coordinate of the load application point. Field: BaseShear Field is Imported: No Format: Force (Forces section of form) Units: Force The base shear calculated for the specified auto seismic load. This item is only available after the analysis has been run. Table: Auto Seismic - User Loads Field: FX Page 121 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Auto Seismic Eccentricity Overrides Field: LoadPat Field is Imported: Yes Format: Controlled by program Units: Text Label of the load pattern to which the specified load applies. Field: AutoLdType Field is Imported: No Format: Controlled by program Units: Text This item is either User Coeff, User Loads or the name of the code considered for the specified load pattern. Field: Diaphragm Field is Imported: Yes Format: Controlled by program Units: Text The name of the horizontal rigid diaphragm constraint to which the specified eccentricity applies. Field: Eccen Field is Imported: Yes Format: Absolute Distance (Structure Dimensions section of form) Units: Length User-specified eccentricity for the specified rigid diaphragm constraint. Note that this eccentricity is specified as an absolute length, not a percentage of the structure dimension. Table: Auto Seismic Loads To Groups Field: LoadPat Field is Imported: No Format: Controlled by program Units: Text Label of the load pattern to which the specified load applies. Table: Auto Seismic Eccentricity Overrides Field: LoadPat Page 122 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: AutoLdType Field is Imported: No Format: Controlled by program Units: Text This item is either User Coeff, User Loads or the name of the code considered for the specified load pattern. Field: Group Field is Imported: No Format: Controlled by program Units: Text The name of the group to which the specified load applies. Field: GroupAvgZ Field is Imported: No Format: Coordinates (Structure Dimensions section of form) Units: Length The average global Z coordinate of all point objects included in the specified group. Field: FX Field is Imported: No Format: Force (Forces section of form) Units: Force The applied auto seismic force acting in the global X direction at the specified point. Field: FY Field is Imported: No Format: Force (Forces section of form) Units: Force The applied auto seismic force acting in the global Y direction at the specified point. Field: FZ Field is Imported: No Format: Force (Forces section of form) Units: Force The applied auto seismic force acting in the global Z direction at the specified point. Field: MX Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The applied auto seismic force acting about the global X axis at the specified point. Table: Auto Seismic Loads To Groups Field: AutoLdType Page 123 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: MY Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The applied auto seismic force acting about the global Y axis at the specified point. Field: MZ Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The applied auto seismic force acting about the global Z axis at the specified point. Field: X Field is Imported: No Format: Coordinates (Structure Dimensions section of form) Units: Length The global X coordinate of the point at which the auto seismic group forces and moments are reported. Field: Y Field is Imported: No Format: Coordinates (Structure Dimensions section of form) Units: Length The global Y coordinate of the point at which the auto seismic group forces and moments are reported. Field: Z Field is Imported: No Format: Coordinates (Structure Dimensions section of form) Units: Length The global Z coordinate of the point at which the auto seismic group forces and moments are reported. Table: Auto Seismic Loads To Horizontal Diaphragms Field: LoadPat Field is Imported: No Format: Controlled by program Units: Text Label of the load pattern to which the specified load applies. Table: Auto Seismic Loads To Horizontal Diaphragms Field: MY Page 124 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: AutoLdType Field is Imported: No Format: Controlled by program Units: Text This item is either User Coeff, User Loads or the name of the code considered for the specified load pattern. Field: Diaphragm Field is Imported: No Format: Controlled by program Units: Text The name of the horizontal rigid diaphragm constraint to which the specified load applies. Field: DiaphragmZ Field is Imported: No Format: Coordinates (Structure Dimensions section of form) Units: Length The global Z-coordinate of the specified diaphragm. Field: FX Field is Imported: No Format: Force (Forces section of form) Units: Force The applied auto seismic force acting in the global X direction at the specified point. Field: FY Field is Imported: No Format: Force (Forces section of form) Units: Force The applied auto seismic force acting in the global Y direction at the specified point. Field: FZ Field is Imported: No Format: Force (Forces section of form) Units: Force The applied auto seismic force acting in the global Z direction at the specified point. Field: MX Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The applied auto seismic force acting about the global X axis at the specified point. Table: Auto Seismic Loads To Horizontal Diaphragms Field: AutoLdType Page 125 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: MY Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The applied auto seismic force acting about the global Y axis at the specified point. Field: MZ Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The applied auto seismic force acting about the global Z axis at the specified point. Field: X Field is Imported: No Format: Coordinates (Structure Dimensions section of form) Units: Length The global X coordinate of the point at which the auto seismic diaphragm forces and moments are reported. Field: Y Field is Imported: No Format: Coordinates (Structure Dimensions section of form) Units: Length The global Y coordinate of the point at which the auto seismic diaphragm forces and moments are reported. Field: Z Field is Imported: No Format: Coordinates (Structure Dimensions section of form) Units: Length The global Z coordinate of the point at which the auto seismic diaphragm forces and moments are reported. Table: Auto Seismic Loads To Joints Field: LoadPat Field is Imported: No Format: Controlled by program Units: Text Label of the load pattern to which the specified load applies. Table: Auto Seismic Loads To Joints Field: MY Page 126 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: AutoLdType Field is Imported: No Format: Controlled by program Units: Text This item is either User Coeff, User Loads or the name of the code considered for the specified load pattern. Field: JointElem Field is Imported: No Format: Controlled by program Units: Text The name of the joint element in the SAP analysis model to which the specified auto seismic force is applied. Field: Joint Field is Imported: No Format: Controlled by program Units: Text The name of the joint object associated with the specified joint element, if any. Field: FX Field is Imported: No Format: Force (Forces section of form) Units: Force The applied auto seismic force acting in the global X direction at the specified point. Field: FY Field is Imported: No Format: Force (Forces section of form) Units: Force The applied auto seismic force acting in the global Y direction at the specified point. Field: FZ Field is Imported: No Format: Force (Forces section of form) Units: Force The applied auto seismic force acting in the global Z direction at the specified point. Table: Auto Seismic Loads To Joints Field: AutoLdType Page 127 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: MX Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The applied auto seismic force acting about the global X axis at the specified point. Field: MY Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The applied auto seismic force acting about the global Y axis at the specified point. Field: MZ Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The applied auto seismic force acting about the global Z axis at the specified point. Field: X Field is Imported: No Format: Coordinates (Structure Dimensions section of form) Units: Length The global X coordinate of the point at which the auto seismic joint element forces and moments are reported. Field: Y Field is Imported: No Format: Coordinates (Structure Dimensions section of form) Units: Length The global Y coordinate of the point at which the auto seismic joint element forces and moments are reported. Field: Z Field is Imported: No Format: Coordinates (Structure Dimensions section of form) Units: Length The global Z coordinate of the point at which the auto seismic joint element forces and moments are reported. Table: Auto Seismic Loads To Joints Field: MX Page 128 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Auto Wave 1 - General Field: LoadPat Field is Imported: Yes Format: Controlled by program Units: Text Label of the load pattern to which the specified auto wave load applies. Field: WaveChar Field is Imported: Yes Format: Controlled by program Units: Text Label of a set of wave characteristics data. Field: Current Field is Imported: Yes Format: Controlled by program Units: Text This is either None or the label of a set of wave current profile data. None means that no current is considered for this auto wave load. Field: MarineGrow Field is Imported: Yes Format: Controlled by program Units: Text This is either None or the label of a set of wave marine growth profile data. None means that no marine growth is considered for this auto wave load (unless it is specified as a wave overwrite). Field: DICoeff Field is Imported: Yes Format: Controlled by program Units: Text This is either API Default or the label of a set of wave drag and inertia coefficient profile data. API Default means that the program uses a drag and inertia coefficients of 0.65 and 1.6, respectively for Rough. Smooth conditions are assumed above the specified high tide elevation and rough conditions are assumed below. Table: Auto Wave 1 - General Field: LoadPat Page 129 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: WaveWind Field is Imported: Yes Format: Controlled by program Units: Text This is either None or the label of a set of wave wind data. None means that no wind is considered for this auto wave load. Field: BuoyLoad Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if buoyant loads are included as part of the wave load. Otherwise it is No. Field: LoadDisc Field is Imported: Yes Format: Absolute Distance (Structure Dimensions section of form) Units: Length The maximum discretization length for distributed wave loads applied to objects. A value is calculated for the distributed load at locations along an object not exceeding the discretization length. The magnitude of the distributed wave load is assumed to vary linearly between these calculated locations. Field: InitCrestX Field is Imported: Yes Format: Coordinates (Structure Dimensions section of form) Units: Length The global X coordinate of a point on the initial wave crest. Field: InitCrestY Field is Imported: Yes Format: Coordinates (Structure Dimensions section of form) Units: Length The global Y coordinate of a point on the initial wave crest. Field: NumPos Field is Imported: Yes Format: Controlled by program Units: Unitless The total number of wave crest positions considered for this auto wave load. If only one position is considered then it is the wave crest position defined by the InitCrestX and InitCrestY items. Table: Auto Wave 1 - General Field: WaveWind Page 130 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation If multiple positions are considered then the wave length is divided by the number of positions considered to create equal length segments along the wave length. The wave crest is then considered at positions located at the beginning of each of these wave segments. For example, if four positions are considered, then the wave crest is located at 0, 1/4, 1/2 and 3/4 points of the wave length. Field: DirAngle Field is Imported: Yes Format: Angles (Structure Dimensions section of form) Units: Degrees The direction that the wave is moving measured counterclockwise from the global X axis. Field: VertDatum Field is Imported: Yes Format: Coordinates (Structure Dimensions section of form) Units: Length The global Z coordinate at which the wave vertical datum is located. The wave vertical datum is used as a reference elevation for all other wave vertical elevations. Field: MLFromDatum Field is Imported: Yes Format: Absolute Distance (Structure Dimensions section of form) Units: Length The elevation of the mudline measured from the wave vertical datum. Positive elevations are above the datum. Field: HTFromDatum Field is Imported: Yes Format: Absolute Distance (Structure Dimensions section of form) Units: Length The elevation of the high tide measured from the wave vertical datum. Positive elevations are above the datum. Field: WWtDensity Field is Imported: Yes Format: Weight/Volume (Mass and Weight section of form) Units: Force/Length3 The water weight density. Table: Auto Wave 1 - General Field: DirAngle Page 131 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Auto Wave 2 - Tabular Display Field: LoadPat Field is Imported: No Format: Controlled by program Units: Text Label of the load pattern to which the specified auto wave load applies. Field: HLoc Field is Imported: No Format: Coordinates (Structure Dimensions section of form) Units: Length The horizontal (X) coordinate of the considered point in the wave coordinate system. Field: VFromDatum Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The vertical (Z) coordinate of the considered point in the wave coordinate system. This is the distance from the wave vertical datum to the considered point. Positive distances mean the considered point is above the datum. Field: HWaveVel Field is Imported: No Format: Velocity-Trans (Time-Related section of form) Units: Length/sec The horizontal velocity of the wave (not including the current) at the considered point. Field: HCurrVel Field is Imported: No Format: Velocity-Trans (Time-Related section of form) Units: Length/sec The horizontal velocity of the current, in the direction of the WAVE, at the considered point. Field: HTotalVel Field is Imported: No Format: Velocity-Trans (Time-Related section of form) Units: Length/sec The total horizontal velocity at the considered point. This is the sum of the wave velocity and the component of current velocity in the direction of the wave. Table: Auto Wave 2 - Tabular Display Field: LoadPat Page 132 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: HWaveAcc Field is Imported: No Format: Acceleration-Trans (Time-Related section of form) Units: Length/sec2 The horizontal acceleration of the wave at the considered point. Field: VWaveVel Field is Imported: No Format: Velocity-Trans (Time-Related section of form) Units: Length/sec The vertical velocity of the wave at the considered point. Field: VWaveAcc Field is Imported: No Format: Acceleration-Trans (Time-Related section of form) Units: Length/sec2 The vertical acceleration of the wave at the considered point. Field: Pressure Field is Imported: No Format: Force/Area (Forces section of form) Units: Force/Length2 The hydrostatic pressure at the considered point. Table: Auto Wave 3 - Wave Characteristics - General Field: WaveChar Field is Imported: Yes Format: Controlled by program Units: Text Label of a set of wave characteristics data. Field: WaveType Field is Imported: Yes Format: Controlled by program Units: Text This is either From Theory or User indicating the wave type considered. Table: Auto Wave 3 - Wave Characteristics - General Field: HWaveAcc Page 133 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: KinFactor Field is Imported: Yes Format: Controlled by program Units: Unitless The wave kinematics factor. This factor accounts for wave directional spreading and irregularity in the wave profile shape. Field: SWaterDepth Field is Imported: Yes Format: Absolute Distance (Structure Dimensions section of form) Units: Length The storm water depth. The mean storm water level (MSWL) is at a distance equal to the storm water depth above the mudline. Field: WaveHeight Field is Imported: Yes Format: Absolute Distance (Structure Dimensions section of form) Units: Length The wave height. The distance from mean storm water level (see the SWaterDepth item) to the top of the wave is equal to one-half the wave height. This item only applies when the WaveType item is From Theory. Field: WavePeriod Field is Imported: Yes Format: Other Time (Seconds) (Time-Related section of form) Units: Sec The wave period as it appears to a stationary observer, that is, as it appears to an observer who is NOT moving with the current. This item only applies when the WaveType item is From Theory. Field: WaveTheory Field is Imported: Yes Format: Controlled by program Units: Text This is either Linear, Stokes or Cnoidal indicating the wave theory used. This item only applies when the WaveType item is From Theory. Table: Auto Wave 3 - Wave Characteristics - General Field: KinFactor Page 134 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: TheoryOrd Field is Imported: Yes Format: Controlled by program Units: Unitless If the WaveTheory item is Stokes or Cnoidal then this is the order of the wave theory. This item only applies when the WaveType item is From Theory and when the WaveTheory item is either Stokes or Cnoidal. Table: Auto Wave 4 - Wave Characteristics - User Horizontal Coordinates Field: WaveChar Field is Imported: Yes Format: Controlled by program Units: Text Label of a set of wave characteristics data. Field: HLoc Field is Imported: Yes Format: Coordinates (Structure Dimensions section of form) Units: Length The horizontal (X) coordinate of the considered point in the wave coordinate system. Field: SFromDatum Field is Imported: Yes Format: Absolute Distance (Structure Dimensions section of form) Units: Length The elevation of the wave surface measured from the wave vertical datum. Positive elevations are above the datum. Table: Auto Wave 5 - Wave Characteristics - User Vertical Coordinates Field: WaveChar Field is Imported: Yes Format: Controlled by program Units: Text Label of a set of wave characteristics data. Table: Auto Wave 4 - Wave Characteristics - User Horizontal Coordinates Field: TheoryOrd Page 135 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VFromDatum Field is Imported: Yes Format: Absolute Distance (Structure Dimensions section of form) Units: Length The vertical (Z) coordinate of the considered point in the wave coordinate system. This is the distance from the wave vertical datum to the considered point. Positive distances mean the considered point is above the datum. Table: Auto Wave 6 - Wave Characteristics - User Wave Data Field: WaveChar Field is Imported: Yes Format: Controlled by program Units: Text Label of a set of wave characteristics data. Field: HLoc Field is Imported: Yes Format: Coordinates (Structure Dimensions section of form) Units: Length The horizontal (X) coordinate of the considered point in the wave coordinate system. Field: VFromDatum Field is Imported: Yes Format: Absolute Distance (Structure Dimensions section of form) Units: Length The vertical (Z) coordinate of the considered point in the wave coordinate system. This is the distance from the wave vertical datum to the considered point. Positive distances mean the considered point is above the datum. Field: HWaveVel Field is Imported: Yes Format: Velocity-Trans (Time-Related section of form) Units: Length/sec The horizontal velocity of the wave (not including the current) at the considered point. Field: HWaveAcc Field is Imported: Yes Format: Acceleration-Trans (Time-Related section of form) Units: Length/sec2 The horizontal acceleration of the wave at the considered point. Table: Auto Wave 6 - Wave Characteristics - User Wave Data Field: VFromDatum Page 136 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VWaveVel Field is Imported: Yes Format: Velocity-Trans (Time-Related section of form) Units: Length/sec The vertical velocity of the wave at the considered point. Field: VWaveAcc Field is Imported: Yes Format: Acceleration-Trans (Time-Related section of form) Units: Length/sec2 The vertical acceleration of the wave at the considered point. Field: Pressure Field is Imported: Yes Format: Force/Area (Forces section of form) Units: Force/Length2 The hydrostatic pressure at the considered point. Table: Auto Wave 7 - Current Profile Field: Current Field is Imported: Yes Format: Controlled by program Units: Text Label of a set of wave current profile data. Field: VFromDatum Field is Imported: Yes Format: Absolute Distance (Structure Dimensions section of form) Units: Length The vertical (Z) coordinate of the considered point in the wave coordinate system. This is the distance from the wave vertical datum to the considered point. Positive distances mean the considered point is above the datum. Field: HCurrVel Field is Imported: Yes Format: Velocity-Trans (Time-Related section of form) Units: Length/sec The horizontal velocity of the current, in the direction of the CURRENT, at the considered point. Table: Auto Wave 7 - Current Profile Field: VWaveVel Page 137 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: DirAngle Field is Imported: Yes Format: Angles (Structure Dimensions section of form) Units: Degrees The direction that the current is moving measured counterclockwise from the global X axis. Field: BlockFact Field is Imported: Yes Format: Controlled by program Units: Unitless The current blockage factor. Field: StretchOpt Field is Imported: Yes Format: Controlled by program Units: Text This is either Linear or Nonlinear indicating the current stretching option used. Table: Auto Wave 8 - Marine Growth Field: MarineGrow Field is Imported: Yes Format: Controlled by program Units: Text Label of a set of wave marine growth profile data. Field: VFromDatum Field is Imported: Yes Format: Absolute Distance (Structure Dimensions section of form) Units: Length The vertical (Z) coordinate of the considered point in the wave coordinate system. This is the distance from the wave vertical datum to the considered point. Positive distances mean the considered point is above the datum. Field: Thickness Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The marine growth thickness at the specified elevation. Table: Auto Wave 8 - Marine Growth Field: DirAngle Page 138 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Auto Wave 9 - Drag And Inertia Coefficients Field: DICoeff Field is Imported: Yes Format: Controlled by program Units: Text Label of a set of wave drag and inertia coefficient profile data. Field: VFromDatum Field is Imported: Yes Format: Absolute Distance (Structure Dimensions section of form) Units: Length The vertical (Z) coordinate of the considered point in the wave coordinate system. This is the distance from the wave vertical datum to the considered point. Positive distances mean the considered point is above the datum. Field: DragCoeff Field is Imported: Yes Format: Controlled by program Units: Unitless The drag coefficient at the specified elevation. Field: InerCoeff Field is Imported: Yes Format: Controlled by program Units: Unitless The inertia (mass) coefficient at the specified elevation. Table: Auto Wave 10 - Wave Wind Loads Field: WaveWind Field is Imported: Yes Format: Controlled by program Units: Text Label of a set of wave wind data. Field: DirAngle Field is Imported: Yes Format: Angles (Structure Dimensions section of form) Units: Degrees The direction that the wind is moving measured counterclockwise from the global X axis. Table: Auto Wave 9 - Drag And Inertia Coefficients Field: DICoeff Page 139 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: MeanSpeed Field is Imported: Yes Format: Velocity-Trans (Time-Related section of form) Units: Length/sec The one hour mean wind speed at 32.8 ft (10 m). Field: AvgTimePer Field is Imported: Yes Format: Other Time (Seconds) (Time-Related section of form) Units: Sec The averaging time period, t, for the wind. 0 < t <= 3600 sec. Field: AirMassDen Field is Imported: Yes Format: Mass/Volume (Mass and Weight section of form) Units: Force-Sec2/Length4 The mass density of air. Field: TypShapeCo Field is Imported: Yes Format: Controlled by program Units: Unitless The typical wind shape coefficient. This shape coefficient is used for all objects unless it is overwritten. Table: Auto Wind - API 4F Field: LoadPat Field is Imported: Yes Format: Controlled by program Units: Text Label of the load pattern to which the specified auto wind load applies. Field: ExposeFrom Field is Imported: Yes Format: Controlled by program Units: Text This item is either Areas, Frames, or Areas And Frames. Areas means that the wind exposure is based on user-defined wind pressure coefficients assigned to area objects. Frames means that the wind load is applied to frame objects assuming that the structure is an open structure. Table: Auto Wind - API 4F Field: MeanSpeed Page 140 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Angle Field is Imported: Yes Format: Angles (Structure Dimensions section of form) Units: Degrees Angle measured counterclockwise from the positive global X-axis to the direction that the wind is blowing. Field: UserZ Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the TopZ and BotZ items are specified by the user. It is No if these items are automatically calculated by the program. The program calculated values put TopZ at the maximum global Z-coordinate found for all point objects in the structure and BotZ at the minimum global Z-coordinate. Field: MaxZ Field is Imported: Yes Format: Coordinates (Structure Dimensions section of form) Units: Length The global Z-coordinate at the highest level where auto wind loads are applied.This item only applies when the Z values are user defined. Field: MinZ Field is Imported: Yes Format: Coordinates (Structure Dimensions section of form) Units: Length The global Z-coordinate at the lowest level where auto wind loads are applied.This item only applies when the Z values are user defined. Field: WindVel Field is Imported: Yes Format: Controlled by program Units: Unitless The design reference wind velocity in knots, Vref. Field: SSLMult Field is Imported: Yes Format: Controlled by program Units: Unitless The structural safety level multiplier, alpha. Table: Auto Wind - API 4F Field: Angle Page 141 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Auto Wind - ASCE7-88 Field: LoadPat Field is Imported: Yes Format: Controlled by program Units: Text Label of the load pattern to which the specified auto wind load applies. Field: ExposeFrom Field is Imported: Yes Format: Controlled by program Units: Text This item is either Diaphragms or Areaobjects. Diaphragms means that the wind exposure is based on the extent of the rigid diaphragms. Areaobjects means that the wind exposure is based on user-defined wind pressure coefficients assigned to area objects. Field: Angle Field is Imported: Yes Format: Angles (Structure Dimensions section of form) Units: Degrees Angle measured counterclockwise from the positive global X-axis to the direction that the wind is blowing. Field: WindwardCp Field is Imported: Yes Format: Controlled by program Units: Unitless The windward wind pressure coefficient. This item only applies if the ExposeFrom item is Diaphragms. Field: LeewardCp Field is Imported: Yes Format: Controlled by program Units: Unitless The leeward wind pressure coefficient. This item only applies if the ExposeFrom item is Diaphragms. Table: Auto Wind - ASCE7-88 Field: LoadPat Page 142 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: UserZ Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the TopZ and BotZ items are specified by the user. It is No if these items are automatically calculated by the program. The program calculated values put TopZ at the maximum global Z-coordinate found for all point objects in the structure and BotZ at the minimum global Z-coordinate. Field: MaxZ Field is Imported: Yes Format: Coordinates (Structure Dimensions section of form) Units: Length The global Z-coordinate at the highest level where auto wind loads are applied.This item only applies when the Z values are user defined. Field: MinZ Field is Imported: Yes Format: Coordinates (Structure Dimensions section of form) Units: Length The global Z-coordinate at the lowest level where auto wind loads are applied.This item only applies when the Z values are user defined. Field: WindSpeed Field is Imported: Yes Format: Controlled by program Units: mph The basic wind speed in mph. Field: Exposure Field is Imported: Yes Format: Controlled by program Units: Text The ASCE7-88 wind exposure type. Field: I Field is Imported: Yes Format: Controlled by program Units: Unitless The ASCE7-88 wind importance factor. Table: Auto Wind - ASCE7-88 Field: UserZ Page 143 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: GustFactor Field is Imported: Yes Format: Controlled by program Units: Unitless The ASCE7-88 gust factor, G. Field: ExpWidth Field is Imported: Yes Format: Controlled by program Units: Text This item is either User or From Diaphs indicating how the program determines the exposure width for the wind. From Diaphs means that the program calculates the exposure width based on the extent of the diaphragm in a direction perpendicular to the wind load. Table: Auto Wind - ASCE7-95 Field: LoadPat Field is Imported: Yes Format: Controlled by program Units: Text Label of the load pattern to which the specified auto wind load applies. Field: ExposeFrom Field is Imported: Yes Format: Controlled by program Units: Text This item is either Diaphragms or Areaobjects. Diaphragms means that the wind exposure is based on the extent of the rigid diaphragms. Areaobjects means that the wind exposure is based on user-defined wind pressure coefficients assigned to area objects. Field: Angle Field is Imported: Yes Format: Angles (Structure Dimensions section of form) Units: Degrees Angle measured counterclockwise from the positive global X-axis to the direction that the wind is blowing. Table: Auto Wind - ASCE7-95 Field: GustFactor Page 144 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: WindwardCp Field is Imported: Yes Format: Controlled by program Units: Unitless The windward wind pressure coefficient. This item only applies if the ExposeFrom item is Diaphragms. Field: LeewardCp Field is Imported: Yes Format: Controlled by program Units: Unitless The leeward wind pressure coefficient. This item only applies if the ExposeFrom item is Diaphragms. Field: UserZ Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the TopZ and BotZ items are specified by the user. It is No if these items are automatically calculated by the program. The program calculated values put TopZ at the maximum global Z-coordinate found for all point objects in the structure and BotZ at the minimum global Z-coordinate. Field: MaxZ Field is Imported: Yes Format: Coordinates (Structure Dimensions section of form) Units: Length The global Z-coordinate at the highest level where auto wind loads are applied.This item only applies when the Z values are user defined. Field: MinZ Field is Imported: Yes Format: Coordinates (Structure Dimensions section of form) Units: Length The global Z-coordinate at the lowest level where auto wind loads are applied.This item only applies when the Z values are user defined. Field: WindSpeed Field is Imported: Yes Format: Controlled by program Units: mph The basic wind speed in mph. Table: Auto Wind - ASCE7-95 Field: WindwardCp Page 145 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Exposure Field is Imported: Yes Format: Controlled by program Units: Text The ASCE7-95 wind exposure type. Field: I Field is Imported: Yes Format: Controlled by program Units: Unitless The ASCE7-95 wind importance factor. Field: Kzt Field is Imported: Yes Format: Controlled by program Units: Unitless The ASCE7-95 topographic factor. Field: GustFactor Field is Imported: Yes Format: Controlled by program Units: Unitless The ASCE7-95 gust factor, G. Field: ExpWidth Field is Imported: Yes Format: Controlled by program Units: Text This item is either User or From Diaphs indicating how the program determines the exposure width for the wind. From Diaphs means that the program calculates the exposure width based on the extent of the diaphragm in a direction perpendicular to the wind load. Table: Auto Wind - ASCE7-02 Field: LoadPat Field is Imported: Yes Format: Controlled by program Units: Text Label of the load pattern to which the specified auto wind load applies. Table: Auto Wind - ASCE7-02 Field: Exposure Page 146 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ExposeFrom Field is Imported: Yes Format: Controlled by program Units: Text This item is either Diaphragms, Areas, Frames, or Areas And Frames. Diaphragms means that the wind exposure is based on the extent of the rigid diaphragms. Areas means that the wind exposure is based on user-defined wind pressure coefficients assigned to area objects. Frames means that the wind load is applied to frame objects assuming that the structure is an open structure. Field: Angle Field is Imported: Yes Format: Angles (Structure Dimensions section of form) Units: Degrees Angle measured counterclockwise from the positive global X-axis to the direction that the wind is blowing. Field: WindwardCp Field is Imported: Yes Format: Controlled by program Units: Unitless The windward wind pressure coefficient. This item only applies if the ExposeFrom item is Diaphragms. Field: LeewardCp Field is Imported: Yes Format: Controlled by program Units: Unitless The leeward wind pressure coefficient. This item only applies if the ExposeFrom item is Diaphragms. Field: ASCECase Field is Imported: Yes Format: Controlled by program Units: Text This item is either 1, 2, 3, 4 or 5 indicating the ASCE case considered as shown in ASCE 7-02 Figure 6-9. Case 5 means that all four cases (1-4) are created. Field: E1 Field is Imported: Yes Format: Controlled by program Units: Unitless The ex ratio (eccentricity) specified in ASCE 7-02 Figure 6-9. Table: Auto Wind - ASCE7-02 Field: ExposeFrom Page 147 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: E2 Field is Imported: Yes Format: Controlled by program Units: Unitless The ey ratio (eccentricity) specified in ASCE 7-02 Figure 6-9. Field: UserZ Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the TopZ and BotZ items are specified by the user. It is No if these items are automatically calculated by the program. The program calculated values put TopZ at the maximum global Z-coordinate found for all point objects in the structure and BotZ at the minimum global Z-coordinate. Field: MaxZ Field is Imported: Yes Format: Coordinates (Structure Dimensions section of form) Units: Length The global Z-coordinate at the highest level where auto wind loads are applied.This item only applies when the Z values are user defined. Field: MinZ Field is Imported: Yes Format: Coordinates (Structure Dimensions section of form) Units: Length The global Z-coordinate at the lowest level where auto wind loads are applied.This item only applies when the Z values are user defined. Field: WindSpeed Field is Imported: Yes Format: Controlled by program Units: mph The basic wind speed in mph. Field: Exposure Field is Imported: Yes Format: Controlled by program Units: Text The ASCE7-02 wind exposure type. Table: Auto Wind - ASCE7-02 Field: E2 Page 148 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: I Field is Imported: Yes Format: Controlled by program Units: Unitless The ASCE7-02 wind importance factor. Field: Kzt Field is Imported: Yes Format: Controlled by program Units: Unitless The ASCE7-02 topographic factor. Field: GustFactor Field is Imported: Yes Format: Controlled by program Units: Unitless The ASCE7-02 gust factor, G. Field: Kd Field is Imported: Yes Format: Controlled by program Units: Unitless The ASCE7-02 wind directionality factor. Field: SolidRatio Field is Imported: Yes Format: Controlled by program Units: Unitless The ratio of solid area to gross area. Field: ExpWidth Field is Imported: Yes Format: Controlled by program Units: Text This item is either User or From Diaphs indicating how the program determines the exposure width for the wind. From Diaphs means that the program calculates the exposure width based on the extent of the diaphragm in a direction perpendicular to the wind load. Table: Auto Wind - ASCE7-02 Field: I Page 149 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Auto Wind - ASCE7-05 Field: LoadPat Field is Imported: Yes Format: Controlled by program Units: Text Label of the load pattern to which the specified auto wind load applies. Field: ExposeFrom Field is Imported: Yes Format: Controlled by program Units: Text This item is either Diaphragms, Areas, Frames, or Areas And Frames. Diaphragms means that the wind exposure is based on the extent of the rigid diaphragms. Areas means that the wind exposure is based on user-defined wind pressure coefficients assigned to area objects. Frames means that the wind load is applied to frame objects assuming that the structure is an open structure. Field: Angle Field is Imported: Yes Format: Angles (Structure Dimensions section of form) Units: Degrees Angle measured counterclockwise from the positive global X-axis to the direction that the wind is blowing. Field: WindwardCp Field is Imported: Yes Format: Controlled by program Units: Unitless The windward wind pressure coefficient. This item only applies if the ExposeFrom item is Diaphragms. Field: LeewardCp Field is Imported: Yes Format: Controlled by program Units: Unitless The leeward wind pressure coefficient. This item only applies if the ExposeFrom item is Diaphragms. Table: Auto Wind - ASCE7-05 Field: LoadPat Page 150 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ASCECase Field is Imported: Yes Format: Controlled by program Units: Text This item is either 1, 2, 3 or 4 indicating the ASCE case considered as shown in ASCE 7-05 Figure 6-9. Case 5 means that all four cases (1-4) are created. Field: E1 Field is Imported: Yes Format: Controlled by program Units: Unitless The ex ratio (eccentricity) specified in ASCE 7-05 Figure 6-9. Field: E2 Field is Imported: Yes Format: Controlled by program Units: Unitless The ey ratio (eccentricity) specified in ASCE 7-05 Figure 6-9. Field: UserZ Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the TopZ and BotZ items are specified by the user. It is No if these items are automatically calculated by the program. The program calculated values put TopZ at the maximum global Z-coordinate found for all point objects in the structure and BotZ at the minimum global Z-coordinate. Field: MaxZ Field is Imported: Yes Format: Coordinates (Structure Dimensions section of form) Units: Length The global Z-coordinate at the highest level where auto wind loads are applied.This item only applies when the Z values are user defined. Field: MinZ Field is Imported: Yes Format: Coordinates (Structure Dimensions section of form) Units: Length The global Z-coordinate at the lowest level where auto wind loads are applied.This item only applies when the Z values are user defined. Table: Auto Wind - ASCE7-05 Field: ASCECase Page 151 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: WindSpeed Field is Imported: Yes Format: Controlled by program Units: mph The basic wind speed in mph. Field: Exposure Field is Imported: Yes Format: Controlled by program Units: Text The ASCE7-05 wind exposure type. Field: I Field is Imported: Yes Format: Controlled by program Units: Unitless The ASCE7-05 wind importance factor. Field: Kzt Field is Imported: Yes Format: Controlled by program Units: Unitless The ASCE7-05 topographic factor. Field: GustFactor Field is Imported: Yes Format: Controlled by program Units: Unitless The ASCE7-05 gust factor, G. Field: Kd Field is Imported: Yes Format: Controlled by program Units: Unitless The ASCE7-05 wind directionality factor. Field: SolidRatio Field is Imported: Yes Format: Controlled by program Units: Unitless The ratio of solid area to gross area. Table: Auto Wind - ASCE7-05 Field: WindSpeed Page 152 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ExpWidth Field is Imported: Yes Format: Controlled by program Units: Text This item is either User or From Diaphs indicating how the program determines the exposure width for the wind. From Diaphs means that the program calculates the exposure width based on the extent of the diaphragm in a direction perpendicular to the wind load. Table: Auto Wind - BOCA96 Field: LoadPat Field is Imported: Yes Format: Controlled by program Units: Text Label of the load pattern to which the specified auto wind load applies. Field: ExposeFrom Field is Imported: Yes Format: Controlled by program Units: Text This item is either Diaphragms or Areaobjects. Diaphragms means that the wind exposure is based on the extent of the rigid diaphragms. Areaobjects means that the wind exposure is based on user-defined wind pressure coefficients assigned to area objects. Field: Angle Field is Imported: Yes Format: Angles (Structure Dimensions section of form) Units: Degrees Angle measured counterclockwise from the positive global X-axis to the direction that the wind is blowing. Field: WindwardCp Field is Imported: Yes Format: Controlled by program Units: Unitless The windward wind pressure coefficient. This item only applies if the ExposeFrom item is Diaphragms. Table: Auto Wind - BOCA96 Field: ExpWidth Page 153 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: LeewardCp Field is Imported: Yes Format: Controlled by program Units: Unitless The leeward wind pressure coefficient. This item only applies if the ExposeFrom item is Diaphragms. Field: UserZ Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the TopZ and BotZ items are specified by the user. It is No if these items are automatically calculated by the program. The program calculated values put TopZ at the maximum global Z-coordinate found for all point objects in the structure and BotZ at the minimum global Z-coordinate. Field: MaxZ Field is Imported: Yes Format: Coordinates (Structure Dimensions section of form) Units: Length The global Z-coordinate at the highest level where auto wind loads are applied.This item only applies when the Z values are user defined. Field: MinZ Field is Imported: Yes Format: Coordinates (Structure Dimensions section of form) Units: Length The global Z-coordinate at the lowest level where auto wind loads are applied.This item only applies when the Z values are user defined. Field: WindSpeed Field is Imported: Yes Format: Controlled by program Units: mph The basic wind speed in mph. Field: Exposure Field is Imported: Yes Format: Controlled by program Units: Text The BOCA96 wind exposure type. Table: Auto Wind - BOCA96 Field: LeewardCp Page 154 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: I Field is Imported: Yes Format: Controlled by program Units: Unitless The BOCA96 wind importance factor. Field: GhType Field is Imported: Yes Format: Controlled by program Units: Text This item is either User Defined or Per Code indicating how the gust response factor is defined. Field: Gh Field is Imported: Yes Format: Controlled by program Units: Unitless The BOCA96 gust response factor. Field: ExpWidth Field is Imported: Yes Format: Controlled by program Units: Text This item is either User or From Diaphs indicating how the program determines the exposure width for the wind. From Diaphs means that the program calculates the exposure width based on the extent of the diaphragm in a direction perpendicular to the wind load. Table: Auto Wind - BS6399-95 Field: LoadPat Field is Imported: Yes Format: Controlled by program Units: Text Label of the load pattern to which the specified auto wind load applies. Table: Auto Wind - BS6399-95 Field: I Page 155 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ExposeFrom Field is Imported: Yes Format: Controlled by program Units: Text This item is either Diaphragms or Areaobjects. Diaphragms means that the wind exposure is based on the extent of the rigid diaphragms. Areaobjects means that the wind exposure is based on user-defined wind pressure coefficients assigned to area objects. Field: Angle Field is Imported: Yes Format: Angles (Structure Dimensions section of form) Units: Degrees Angle measured counterclockwise from the positive global X-axis to the direction that the wind is blowing. Field: WindwardCp Field is Imported: Yes Format: Controlled by program Units: Unitless The windward wind pressure coefficient. This item only applies if the ExposeFrom item is Diaphragms. Field: LeewardCp Field is Imported: Yes Format: Controlled by program Units: Unitless The leeward wind pressure coefficient. This item only applies if the ExposeFrom item is Diaphragms. Field: UserZ Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the TopZ and BotZ items are specified by the user. It is No if these items are automatically calculated by the program. The program calculated values put TopZ at the maximum global Z-coordinate found for all point objects in the structure and BotZ at the minimum global Z-coordinate. Table: Auto Wind - BS6399-95 Field: ExposeFrom Page 156 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: MaxZ Field is Imported: Yes Format: Coordinates (Structure Dimensions section of form) Units: Length The global Z-coordinate at the highest level where auto wind loads are applied.This item only applies when the Z values are user defined. Field: MinZ Field is Imported: Yes Format: Coordinates (Structure Dimensions section of form) Units: Length The global Z-coordinate at the lowest level where auto wind loads are applied.This item only applies when the Z values are user defined. Field: Ve Field is Imported: Yes Format: Controlled by program Units: meter/sec The effective wind speed in meters per second. Field: Ca Field is Imported: Yes Format: Controlled by program Units: Unitless The BS6399-95 size effect factor. Field: Cr Field is Imported: Yes Format: Controlled by program Units: Unitless The BS6399-95 dynamic augmentation factor. Field: ExpWidth Field is Imported: Yes Format: Controlled by program Units: Text This item is either User or From Diaphs indicating how the program determines the exposure width for the wind. From Diaphs means that the program calculates the exposure width based on the extent of the diaphragm in a direction perpendicular to the wind load. Table: Auto Wind - BS6399-95 Field: MaxZ Page 157 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Auto Wind - Chinese 2002 Field: LoadPat Field is Imported: Yes Format: Controlled by program Units: Text Label of the load pattern to which the specified auto wind load applies. Field: ExposeFrom Field is Imported: Yes Format: Controlled by program Units: Text This item is either Diaphragms or Areaobjects. Diaphragms means that the wind exposure is based on the extent of the rigid diaphragms. Areaobjects means that the wind exposure is based on user-defined wind pressure coefficients assigned to area objects. Field: Angle Field is Imported: Yes Format: Angles (Structure Dimensions section of form) Units: Degrees Angle measured counterclockwise from the positive global X-axis to the direction that the wind is blowing. Field: BldgWidth Field is Imported: Yes Format: Absolute Distance (Structure Dimensions section of form) Units: Length The building width. Field: ShapeCoeff Field is Imported: Yes Format: Controlled by program Units: Unitless The shape coefficient. Field: UserZ Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the TopZ and BotZ items are specified by the user. It is No if these items are automatically calculated by the program. The program calculated values put Table: Auto Wind - Chinese 2002 Field: LoadPat Page 158 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation TopZ at the maximum global Z-coordinate found for all point objects in the structure and BotZ at the minimum global Z-coordinate. Field: MaxZ Field is Imported: Yes Format: Coordinates (Structure Dimensions section of form) Units: Length The global Z-coordinate at the highest level where auto wind loads are applied.This item only applies when the Z values are user defined. Field: MinZ Field is Imported: Yes Format: Coordinates (Structure Dimensions section of form) Units: Length The global Z-coordinate at the lowest level where auto wind loads are applied.This item only applies when the Z values are user defined. Field: WindSpeed Field is Imported: Yes Format: Controlled by program Units: kpa The basic wind speed in mph. Field: GrndRough Field is Imported: Yes Format: Controlled by program Units: Text This is either A, B, C or D indicating the ground roughness type. Field: PhiZSource Field is Imported: Yes Format: Controlled by program Units: Text This is either 'Modal Analysis' or 'Z/H Ratio' indicating how PhiZ is determined. Field: T1Source Field is Imported: Yes Format: Controlled by program Units: Text This is either 'Modal Analysis' or 'User' indicating how T1 is determined. Table: Auto Wind - Chinese 2002 Field: MaxZ Page 159 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: UserT1 Field is Imported: Yes Format: Controlled by program Units: Unitless The user specified T1 value. This item only applies when the T1Source item is User. Field: DampRatio Field is Imported: Yes Format: Controlled by program Units: Unitless The damping ratio. Field: ExpWidth Field is Imported: Yes Format: Controlled by program Units: Text This item is either User or From Diaphs indicating how the program determines the exposure width for the wind. From Diaphs means that the program calculates the exposure width based on the extent of the diaphragm in a direction perpendicular to the wind load. Table: Auto Wind - Eurocode1 2005 Field: LoadPat Field is Imported: Yes Format: Controlled by program Units: Text Label of the load pattern to which the specified auto wind load applies. Field: ExposeFrom Field is Imported: Yes Format: Controlled by program Units: Text This item is either Diaphragms or Areaobjects. Diaphragms means that the wind exposure is based on the extent of the rigid diaphragms. Areaobjects means that the wind exposure is based on user-defined wind pressure coefficients assigned to area objects. Table: Auto Wind - Eurocode1 2005 Field: UserT1 Page 160 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Angle Field is Imported: Yes Format: Angles (Structure Dimensions section of form) Units: Degrees Angle measured counterclockwise from the positive global X-axis to the direction that the wind is blowing. Field: WindwardCp Field is Imported: Yes Format: Controlled by program Units: Unitless The windward wind pressure coefficient. This item only applies if the ExposeFrom item is Diaphragms. Field: LeewardCp Field is Imported: Yes Format: Controlled by program Units: Unitless The leeward wind pressure coefficient. This item only applies if the ExposeFrom item is Diaphragms. Field: UserZ Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the TopZ and BotZ items are specified by the user. It is No if these items are automatically calculated by the program. The program calculated values put TopZ at the maximum global Z-coordinate found for all point objects in the structure and BotZ at the minimum global Z-coordinate. Field: MaxZ Field is Imported: Yes Format: Coordinates (Structure Dimensions section of form) Units: Length The global Z-coordinate at the highest level where auto wind loads are applied.This item only applies when the Z values are user defined. Field: MinZ Field is Imported: Yes Format: Coordinates (Structure Dimensions section of form) Units: Length The global Z-coordinate at the lowest level where auto wind loads are applied.This item only applies when the Z values are user defined. Table: Auto Wind - Eurocode1 2005 Field: Angle Page 161 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: WindSpeed Field is Imported: Yes Format: Controlled by program Units: meter/sec The basic wind speed, vb, in meters per second. Field: TerrainCat Field is Imported: Yes Format: Controlled by program Units: Text This is either 0, I, II, III or IV indicating the Terrain Category. Field: OroFact Field is Imported: Yes Format: Controlled by program Units: Unitless The orography factor, Co(z). Field: TurbFact Field is Imported: Yes Format: Controlled by program Units: Unitless The turbulence factor, k1. Field: StructFact Field is Imported: Yes Format: Controlled by program Units: Unitless The structural factor, CsCd. Field: ExpWidth Field is Imported: Yes Format: Controlled by program Units: Text This item is either User or From Diaphs indicating how the program determines the exposure width for the wind. From Diaphs means that the program calculates the exposure width based on the extent of the diaphragm in a direction perpendicular to the wind load. Table: Auto Wind - Eurocode1 2005 Field: WindSpeed Page 162 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Auto Wind - IS875-1987 Field: LoadPat Field is Imported: Yes Format: Controlled by program Units: Text Label of the load pattern to which the specified auto wind load applies. Field: ExposeFrom Field is Imported: Yes Format: Controlled by program Units: Text This item is either Diaphragms or Areaobjects. Diaphragms means that the wind exposure is based on the extent of the rigid diaphragms. Areaobjects means that the wind exposure is based on user-defined wind pressure coefficients assigned to area objects. Field: Angle Field is Imported: Yes Format: Angles (Structure Dimensions section of form) Units: Degrees Angle measured counterclockwise from the positive global X-axis to the direction that the wind is blowing. Field: WindwardCp Field is Imported: Yes Format: Controlled by program Units: Unitless The windward wind pressure coefficient. This item only applies if the ExposeFrom item is Diaphragms. Field: LeewardCp Field is Imported: Yes Format: Controlled by program Units: Unitless The leeward wind pressure coefficient. This item only applies if the ExposeFrom item is Diaphragms. Table: Auto Wind - IS875-1987 Field: LoadPat Page 163 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: UserZ Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the TopZ and BotZ items are specified by the user. It is No if these items are automatically calculated by the program. The program calculated values put TopZ at the maximum global Z-coordinate found for all point objects in the structure and BotZ at the minimum global Z-coordinate. Field: MaxZ Field is Imported: Yes Format: Coordinates (Structure Dimensions section of form) Units: Length The global Z-coordinate at the highest level where auto wind loads are applied.This item only applies when the Z values are user defined. Field: MinZ Field is Imported: Yes Format: Coordinates (Structure Dimensions section of form) Units: Length The global Z-coordinate at the lowest level where auto wind loads are applied.This item only applies when the Z values are user defined. Field: WindSpeed Field is Imported: Yes Format: Controlled by program Units: meter/sec The basic wind speed in meters per second. Field: TerrainCat Field is Imported: Yes Format: Controlled by program Units: Text This is either 1, 2, 3 or 4 indicating the Terrain Category. Field: StructClass Field is Imported: Yes Format: Controlled by program Units: Text This is either A, B or C indicating the Structure Class. Table: Auto Wind - IS875-1987 Field: UserZ Page 164 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: k1 Field is Imported: Yes Format: Controlled by program Units: Unitless The risk coefficient factor, k1. Field: k3 Field is Imported: Yes Format: Controlled by program Units: Unitless The topography factor, k3. Field: ExpWidth Field is Imported: Yes Format: Controlled by program Units: Text This item is either User or From Diaphs indicating how the program determines the exposure width for the wind. From Diaphs means that the program calculates the exposure width based on the extent of the diaphragm in a direction perpendicular to the wind load. Table: Auto Wind - Mexican Field: LoadPat Field is Imported: Yes Format: Controlled by program Units: Text Label of the load pattern to which the specified auto wind load applies. Field: ExposeFrom Field is Imported: Yes Format: Controlled by program Units: Text This item is either Diaphragms or Areaobjects. Diaphragms means that the wind exposure is based on the extent of the rigid diaphragms. Areaobjects means that the wind exposure is based on user-defined wind pressure coefficients assigned to area objects. Table: Auto Wind - Mexican Field: k1 Page 165 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Angle Field is Imported: Yes Format: Angles (Structure Dimensions section of form) Units: Degrees Angle measured counterclockwise from the positive global X-axis to the direction that the wind is blowing. Field: WindwardCp Field is Imported: Yes Format: Controlled by program Units: Unitless The windward wind pressure coefficient. This item only applies if the ExposeFrom item is Diaphragms. Field: LeewardCp Field is Imported: Yes Format: Controlled by program Units: Unitless The leeward wind pressure coefficient. This item only applies if the ExposeFrom item is Diaphragms. Field: UserZ Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the TopZ and BotZ items are specified by the user. It is No if these items are automatically calculated by the program. The program calculated values put TopZ at the maximum global Z-coordinate found for all point objects in the structure and BotZ at the minimum global Z-coordinate. Field: MaxZ Field is Imported: Yes Format: Coordinates (Structure Dimensions section of form) Units: Length The global Z-coordinate at the highest level where auto wind loads are applied.This item only applies when the Z values are user defined. Field: MinZ Field is Imported: Yes Format: Coordinates (Structure Dimensions section of form) Units: Length The global Z-coordinate at the lowest level where auto wind loads are applied.This item only applies when the Z values are user defined. Table: Auto Wind - Mexican Field: Angle Page 166 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: WindVel Field is Imported: Yes Format: Controlled by program Units: meter/sec The wind velocity, Vd in meters per second. Field: ExpWidth Field is Imported: Yes Format: Controlled by program Units: Text This item is either User or From Diaphs indicating how the program determines the exposure width for the wind. From Diaphs means that the program calculates the exposure width based on the extent of the diaphragm in a direction perpendicular to the wind load. Table: Auto Wind - NBCC 2005 Field: LoadPat Field is Imported: Yes Format: Controlled by program Units: Text Label of the load pattern to which the specified auto wind load applies. Field: ExposeFrom Field is Imported: Yes Format: Controlled by program Units: Text This item is either Diaphragms or Areaobjects. Diaphragms means that the wind exposure is based on the extent of the rigid diaphragms. Areaobjects means that the wind exposure is based on user-defined wind pressure coefficients assigned to area objects. Field: Angle Field is Imported: Yes Format: Angles (Structure Dimensions section of form) Units: Degrees Angle measured counterclockwise from the positive global X-axis to the direction that the wind is blowing. Table: Auto Wind - NBCC 2005 Field: WindVel Page 167 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: WindwardCp Field is Imported: Yes Format: Controlled by program Units: Unitless The windward wind pressure coefficient. This item only applies if the ExposeFrom item is Diaphragms. Field: LeewardCp Field is Imported: Yes Format: Controlled by program Units: Unitless The leeward wind pressure coefficient. This item only applies if the ExposeFrom item is Diaphragms. Field: UserZ Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the TopZ and BotZ items are specified by the user. It is No if these items are automatically calculated by the program. The program calculated values put TopZ at the maximum global Z-coordinate found for all point objects in the structure and BotZ at the minimum global Z-coordinate. Field: MaxZ Field is Imported: Yes Format: Coordinates (Structure Dimensions section of form) Units: Length The global Z-coordinate at the highest level where auto wind loads are applied.This item only applies when the Z values are user defined. Field: MinZ Field is Imported: Yes Format: Coordinates (Structure Dimensions section of form) Units: Length The global Z-coordinate at the lowest level where auto wind loads are applied.This item only applies when the Z values are user defined. Field: VelPressure Field is Imported: Yes Format: Controlled by program Units: kpa The velocity pressure in kPa. Table: Auto Wind - NBCC 2005 Field: WindwardCp Page 168 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Cg Field is Imported: Yes Format: Controlled by program Units: Unitless The gust effect factor. Field: Iw Field is Imported: Yes Format: Controlled by program Units: Unitless The importance factor. Field: ExpWidth Field is Imported: Yes Format: Controlled by program Units: Text This item is either User or From Diaphs indicating how the program determines the exposure width for the wind. From Diaphs means that the program calculates the exposure width based on the extent of the diaphragm in a direction perpendicular to the wind load. Table: Auto Wind - NBCC95 Field: LoadPat Field is Imported: Yes Format: Controlled by program Units: Text Label of the load pattern to which the specified auto wind load applies. Field: ExposeFrom Field is Imported: Yes Format: Controlled by program Units: Text This item is either Diaphragms or Areaobjects. Diaphragms means that the wind exposure is based on the extent of the rigid diaphragms. Areaobjects means that the wind exposure is based on user-defined wind pressure coefficients assigned to area objects. Table: Auto Wind - NBCC95 Field: Cg Page 169 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Angle Field is Imported: Yes Format: Angles (Structure Dimensions section of form) Units: Degrees Angle measured counterclockwise from the positive global X-axis to the direction that the wind is blowing. Field: WindwardCp Field is Imported: Yes Format: Controlled by program Units: Unitless The windward wind pressure coefficient. This item only applies if the ExposeFrom item is Diaphragms. Field: LeewardCp Field is Imported: Yes Format: Controlled by program Units: Unitless The leeward wind pressure coefficient. This item only applies if the ExposeFrom item is Diaphragms. Field: UserZ Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the TopZ and BotZ items are specified by the user. It is No if these items are automatically calculated by the program. The program calculated values put TopZ at the maximum global Z-coordinate found for all point objects in the structure and BotZ at the minimum global Z-coordinate. Field: MaxZ Field is Imported: Yes Format: Coordinates (Structure Dimensions section of form) Units: Length The global Z-coordinate at the highest level where auto wind loads are applied.This item only applies when the Z values are user defined. Field: MinZ Field is Imported: Yes Format: Coordinates (Structure Dimensions section of form) Units: Length The global Z-coordinate at the lowest level where auto wind loads are applied.This item only applies when the Z values are user defined. Table: Auto Wind - NBCC95 Field: Angle Page 170 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VelPressure Field is Imported: Yes Format: Controlled by program Units: kpa The NBCC95 velocity pressure in kPa. Field: Cg Field is Imported: Yes Format: Controlled by program Units: Unitless The NBCC95 gust effect factor. Field: ExpWidth Field is Imported: Yes Format: Controlled by program Units: Text This item is either User or From Diaphs indicating how the program determines the exposure width for the wind. From Diaphs means that the program calculates the exposure width based on the extent of the diaphragm in a direction perpendicular to the wind load. Table: Auto Wind - UBC94 Field: LoadPat Field is Imported: Yes Format: Controlled by program Units: Text Label of the load pattern to which the specified auto wind load applies. Field: ExposeFrom Field is Imported: Yes Format: Controlled by program Units: Text This item is either Diaphragms or Areaobjects. Diaphragms means that the wind exposure is based on the extent of the rigid diaphragms. Areaobjects means that the wind exposure is based on user-defined wind pressure coefficients assigned to area objects. Table: Auto Wind - UBC94 Field: VelPressure Page 171 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Angle Field is Imported: Yes Format: Angles (Structure Dimensions section of form) Units: Degrees Angle measured counterclockwise from the positive global X-axis to the direction that the wind is blowing. Field: WindwardCq Field is Imported: Yes Format: Controlled by program Units: Unitless The windward wind pressure coefficient. This item only applies if the ExposeFrom item is Diaphragms. Field: LeewardCq Field is Imported: Yes Format: Controlled by program Units: Unitless The leeward wind pressure coefficient. This item only applies if the ExposeFrom item is Diaphragms. Field: UserZ Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the TopZ and BotZ items are specified by the user. It is No if these items are automatically calculated by the program. The program calculated values put TopZ at the maximum global Z-coordinate found for all point objects in the structure and BotZ at the minimum global Z-coordinate. Field: MaxZ Field is Imported: Yes Format: Coordinates (Structure Dimensions section of form) Units: Length The global Z-coordinate at the highest level where auto wind loads are applied.This item only applies when the Z values are user defined. Field: MinZ Field is Imported: Yes Format: Coordinates (Structure Dimensions section of form) Units: Length The global Z-coordinate at the lowest level where auto wind loads are applied.This item only applies when the Z values are user defined. Table: Auto Wind - UBC94 Field: Angle Page 172 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: WindSpeed Field is Imported: Yes Format: Controlled by program Units: mph The basic wind speed in mph. Field: Exposure Field is Imported: Yes Format: Controlled by program Units: Text The UBC94 wind exposure type. Field: I Field is Imported: Yes Format: Controlled by program Units: Unitless The UBC94 wind importance factor. Field: ExpWidth Field is Imported: Yes Format: Controlled by program Units: Text This item is either User or From Diaphs indicating how the program determines the exposure width for the wind. From Diaphs means that the program calculates the exposure width based on the extent of the diaphragm in a direction perpendicular to the wind load. Table: Auto Wind - UBC97 Field: LoadPat Field is Imported: Yes Format: Controlled by program Units: Text Label of the load pattern to which the specified auto wind load applies. Field: ExposeFrom Field is Imported: Yes Format: Controlled by program Units: Text This item is either Diaphragms or Areaobjects. Diaphragms means that the wind exposure is based on the extent of the rigid diaphragms. Areaobjects means that the wind exposure is based on user-defined wind pressure coefficients assigned to area objects. Table: Auto Wind - UBC97 Field: WindSpeed Page 173 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Angle Field is Imported: Yes Format: Angles (Structure Dimensions section of form) Units: Degrees Angle measured counterclockwise from the positive global X-axis to the direction that the wind is blowing. Field: WindwardCq Field is Imported: Yes Format: Controlled by program Units: Unitless The windward wind pressure coefficient. This item only applies if the ExposeFrom item is Diaphragms. Field: LeewardCq Field is Imported: Yes Format: Controlled by program Units: Unitless The leeward wind pressure coefficient. This item only applies if the ExposeFrom item is Diaphragms. Field: UserZ Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the TopZ and BotZ items are specified by the user. It is No if these items are automatically calculated by the program. The program calculated values put TopZ at the maximum global Z-coordinate found for all point objects in the structure and BotZ at the minimum global Z-coordinate. Field: MaxZ Field is Imported: Yes Format: Coordinates (Structure Dimensions section of form) Units: Length The global Z-coordinate at the highest level where auto wind loads are applied.This item only applies when the Z values are user defined. Field: MinZ Field is Imported: Yes Format: Coordinates (Structure Dimensions section of form) Units: Length The global Z-coordinate at the lowest level where auto wind loads are applied.This item only applies when the Z values are user defined. Table: Auto Wind - UBC97 Field: Angle Page 174 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: WindSpeed Field is Imported: Yes Format: Controlled by program Units: mph The basic wind speed in mph. Field: Exposure Field is Imported: Yes Format: Controlled by program Units: Text The UBC97 wind exposure type. Field: I Field is Imported: Yes Format: Controlled by program Units: Unitless The UBC97 wind importance factor. Field: ExpWidth Field is Imported: Yes Format: Controlled by program Units: Text This item is either User or From Diaphs indicating how the program determines the exposure width for the wind. From Diaphs means that the program calculates the exposure width based on the extent of the diaphragm in a direction perpendicular to the wind load. Table: Auto Wind - User Field: LoadPat Field is Imported: Yes Format: Controlled by program Units: Text Label of the load pattern to which the specified auto wind load applies. Field: Diaphragm Field is Imported: Yes Format: Controlled by program Units: Text Rigid diaphragm constraint for which the specified exposure width applies. Table: Auto Wind - User Field: WindSpeed Page 175 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: DiaphragmZ Field is Imported: No Format: Coordinates (Structure Dimensions section of form) Units: Length The global Z-coordinate of the specified diaphragm. Field: FX Field is Imported: Yes Format: Force (Forces section of form) Units: Force The force applied to the diaphragm in the global X direction. Field: FY Field is Imported: Yes Format: Force (Forces section of form) Units: Force The force applied to the diaphragm in the global Y direction. Field: MZ Field is Imported: Yes Format: Moment (Forces section of form) Units: Force-Length The moment applied to the diaphragm about the global Z axis. Field: X Field is Imported: Yes Format: Coordinates (Structure Dimensions section of form) Units: Length The user-defined global X coordinate of the load application point. Field: Y Field is Imported: Yes Format: Coordinates (Structure Dimensions section of form) Units: Length The user-defined global Y coordinate of the load application point. Table: Auto Wind - User Field: DiaphragmZ Page 176 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Auto Wind Exposure For Horizontal Diaphragms Field: LoadPat Field is Imported: Yes Format: Controlled by program Units: Text Label of the load pattern to which the specified auto wind load applies. Field: Diaphragm Field is Imported: Yes Format: Controlled by program Units: Text Rigid diaphragm constraint for which the specified exposure width applies. Field: DiaphragmZ Field is Imported: No Format: Coordinates (Structure Dimensions section of form) Units: Length The global Z-coordinate of the specified diaphragm. Field: X Field is Imported: Yes Format: Coordinates (Structure Dimensions section of form) Units: Length The global X-coordinate of the point where the wind force is applied. Field: Y Field is Imported: Yes Format: Coordinates (Structure Dimensions section of form) Units: Length The global Y-coordinate of the point where the wind force is applied. Field: TribWidth Field is Imported: Yes Format: Absolute Distance (Structure Dimensions section of form) Units: Length The exposure width for the specified diaphragm. Table: Auto Wind Exposure For Horizontal Diaphragms Field: LoadPat Page 177 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: TribHeight Field is Imported: Yes Format: Absolute Distance (Structure Dimensions section of form) Units: Length The tributary height of wind load applied to the specified diaphragm. Table: Auto Wind Loads To Groups Field: LoadPat Field is Imported: No Format: Controlled by program Units: Text Label of the load pattern to which the specified load applies. Field: AutoLdType Field is Imported: No Format: Controlled by program Units: Text This item is either User or the name of the code considered for the specified load pattern. Field: Group Field is Imported: No Format: Controlled by program Units: Text Label of the group to which the auto wind load applies. Field: GroupAvgZ Field is Imported: No Format: Coordinates (Structure Dimensions section of form) Units: Length The average global Z coordinate of all point objects included in the specified group. Field: FX Field is Imported: No Format: Force (Forces section of form) Units: Force The applied auto wind force acting in the global X direction at the specified point. Table: Auto Wind Loads To Groups Field: TribHeight Page 178 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: FY Field is Imported: No Format: Force (Forces section of form) Units: Force The applied auto wind force acting in the global Y direction at the specified point. Field: FZ Field is Imported: No Format: Force (Forces section of form) Units: Force The applied auto wind force acting in the global Z direction at the specified point. Field: MX Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The applied auto wind force acting about the global X axis at the specified point. Field: MY Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The applied auto wind force acting about the global Y axis at the specified point. Field: MZ Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The applied auto wind force acting about the global Z axis at the specified point. Field: X Field is Imported: No Format: Coordinates (Structure Dimensions section of form) Units: Length The global X coordinate of the point at which the auto wind group forces and moments are reported. Table: Auto Wind Loads To Groups Field: FY Page 179 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Y Field is Imported: No Format: Coordinates (Structure Dimensions section of form) Units: Length The global Y coordinate of the point at which the auto wind group forces and moments are reported. Field: Z Field is Imported: No Format: Coordinates (Structure Dimensions section of form) Units: Length The global Z coordinate of the point at which the auto wind group forces and moments are reported. Table: Auto Wind Loads To Horizontal Diaphragms Field: LoadPat Field is Imported: No Format: Controlled by program Units: Text Label of the load pattern to which the specified auto wind load applies. Field: AutoLdType Field is Imported: No Format: Controlled by program Units: Text This item is either User or the name of the code considered for the specified load pattern. Field: Diaphragm Field is Imported: No Format: Controlled by program Units: Text Horizontal rigid diaphragm constraint to which the specified wind load applies. Field: DiaphragmZ Field is Imported: No Format: Coordinates (Structure Dimensions section of form) Units: Length The global Z-coordinate of the specified diaphragm. Table: Auto Wind Loads To Horizontal Diaphragms Field: Y Page 180 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: FX Field is Imported: No Format: Force (Forces section of form) Units: Force The applied auto wind force acting in the global X direction at the specified point. Field: FY Field is Imported: No Format: Force (Forces section of form) Units: Force The applied auto wind force acting in the global Y direction at the specified point. Field: FZ Field is Imported: No Format: Force (Forces section of form) Units: Force The applied auto wind force acting in the global Z direction at the specified point. Field: MX Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The applied auto wind force acting about the global X axis at the specified point. Field: MY Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The applied auto wind force acting about the global Y axis at the specified point. Field: MZ Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The applied auto wind force acting about the global Z axis at the specified point. Field: X Field is Imported: No Format: Coordinates (Structure Dimensions section of form) Units: Length The global X coordinate of the point at which the auto wind diaphragm forces and moments are reported. Table: Auto Wind Loads To Horizontal Diaphragms Field: FX Page 181 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Y Field is Imported: No Format: Coordinates (Structure Dimensions section of form) Units: Length The global Y coordinate of the point at which the auto wind diaphragm forces and moments are reported. Field: Z Field is Imported: No Format: Coordinates (Structure Dimensions section of form) Units: Length The global Z coordinate of the point at which the auto wind diaphragm forces and moments are reported. Table: Auto Wind Loads To Joints Field: LoadPat Field is Imported: No Format: Controlled by program Units: Text Label of the load pattern to which the specified load applies. Field: AutoLdType Field is Imported: No Format: Controlled by program Units: Text This item is either User or the name of the code considered for the specified load pattern. Field: JointElem Field is Imported: No Format: Controlled by program Units: Text The name of the joint element in the SAP analysis model to which the specified auto wind force is applied. Field: Joint Field is Imported: No Format: Controlled by program Units: Text The name of the joint object associated with the specified joint element, if any. Table: Auto Wind Loads To Joints Field: Y Page 182 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: FX Field is Imported: No Format: Force (Forces section of form) Units: Force The applied auto wind force acting in the global X direction at the specified point. Field: FY Field is Imported: No Format: Force (Forces section of form) Units: Force The applied auto wind force acting in the global Y direction at the specified point. Field: FZ Field is Imported: No Format: Force (Forces section of form) Units: Force The applied auto wind force acting in the global Z direction at the specified point. Field: MX Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The applied auto wind force acting about the global X axis at the specified point. Field: MY Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The applied auto wind force acting about the global Y axis at the specified point. Field: MZ Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The applied auto wind force acting about the global Z axis at the specified point. Field: X Field is Imported: No Format: Coordinates (Structure Dimensions section of form) Units: Length The global X coordinate of the point at which the auto wind joint element forces and moments are reported. Table: Auto Wind Loads To Joints Field: FX Page 183 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Y Field is Imported: No Format: Coordinates (Structure Dimensions section of form) Units: Length The global Y coordinate of the point at which the auto wind joint element forces and moments are reported. Field: Z Field is Imported: No Format: Coordinates (Structure Dimensions section of form) Units: Length The global Z coordinate of the point at which the auto wind joint element forces and moments are reported. Table: Bridge Design Preferences - JTG-D62-2004 Field: Importance Field is Imported: Yes Format: Controlled by program Units: Text The importance class for the JTG-D62-2004 bridge design code. Field: FactLim Field is Imported: Yes Format: Controlled by program Units: Unitless The importance factor for the JTG-D62-2004 bridge design code. Table: Bridge Design Preferences - AASHTOLRFD07 Field: HingeOpt Field is Imported: Yes Format: Controlled by program Units: Text Specify whether the hinges are generated by program (Auto - ) or assigned by users. The program will generate hinges at both top and bottom of each bent column if Auto hinge is selected. Table: Bridge Design Preferences - JTG-D62-2004 Field: Y Page 184 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Bridge DesReqSeismic 01 - General Field: DesReqName Field is Imported: Yes Format: Controlled by program Units: Text The name of a bridge design request. Field: BridgeObj Field is Imported: Yes Format: Controlled by program Units: Text The name of a bridge object. Field: RSFunc Field is Imported: Yes Format: Controlled by program Units: Text The name of an existing response-spectrum function that defines the seismic demand. Field: SDC Field is Imported: Yes Format: Controlled by program Units: Text Seismic design category as determined by the program or specifed by the user. Field: DisplDF Field is Imported: Yes Format: Controlled by program Units: Unitless Scale factor to multiply the bent displacement demands obtained from the response-spectrum analysis. This factor can be used to modify the displacement demand due to damping other than 5%, or to magnify the demand for short-period structures. This factor will be applied to all bents in both the longitudinal and transverse directions. Table: Bridge DesReqSeismic 01 - General Field: DesReqName Page 185 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Bridge DesReqSeismic 02 - Gravity Load Case Field: DesReqName Field is Imported: Yes Format: Controlled by program Units: Text The name of a bridge design request. Field: GravOpt Field is Imported: Yes Format: Controlled by program Units: Text Specifies whether the gravity load case is to be determined by program or specified by the user. The gravity load case will be used to set the initial conditions for demand and capacity analyses. If program determined, a nonlinear gravity load case is automatically created using either the entire structure or the bridge object of this design request plus an optional additional group. The user may specify whether or not to automatically calculate bent-column cracked properties as part of this analysis, and whether or not to include P-delta effects. Loading will automatically include all load patterns of design type DEAD and SUPERDEAD. If user-defined, an existing linear or nonlinear static or dynamic load case must be selected. Cracked section properties will not be automatically calculated in this case. Field: GravCase Field is Imported: Yes Format: Controlled by program Units: Text The name of an existing gravity load case to be used as initial conditions for demand and capacity analyses. This case may be linear or nonlinear, static or dynamic, and may include staged construction. The user must select the loading to be included, and cracked properties (if desired) must be accounted for by the user. Field: AddGroup Field is Imported: Yes Format: Controlled by program Units: Text An optional additional group that will be included in the gravity load case. This item is only required when the gravity load case is program determined and based on the bridge object of this design request. It may include pile foundations and other auxilliary structures. Table: Bridge DesReqSeismic 02 - Gravity Load Case Field: DesReqName Page 186 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: PDelta Field is Imported: Yes Format: Controlled by program Units: Yes/No Specifies whether or not to consider P-Delta effects in the program-determined gravity load case. Field: CrackProp Field is Imported: Yes Format: Controlled by program Units: Text Specifies whether the bent-column cracked properties are to be determined by program or specified by the user. If program determined, the automatic gravity load case will be run iteratively. Section Designer will use the calculated axial force at the top and bottom on the column to determine the cracked moments of inertia in the positive and negative transverse and longitudinal directions. The cracked properties will be applied as named property modifier sets and the analysis re-run to make sure the cracked properties are converged to within the specified tolerance. Field: TolConv Field is Imported: Yes Format: Controlled by program Units: Unitless The relative convergence tolerance for the bent-column cracked-property iteration. This item is required only when the cracked-property calculation is program determined. Field: MaxIter Field is Imported: Yes Format: Controlled by program Units: Unitless The maximum number of iterations allowed for the bent-column cracked-property iteration. The first run is considered to be the zero-th iteration. Usually only one iteration is needed. This item is required only when the cracked-property calculation is program determined. Field: Continue Field is Imported: Yes Format: Controlled by program Units: Yes/No Specifies whether or not the seismic design should continue if the bent-column cracked-property iteration fails to converge. This item is required only when the cracked-property calculation is program determined. Table: Bridge DesReqSeismic 02 - Gravity Load Case Field: PDelta Page 187 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Bridge DesReqSeismic 03 - Modal And RS Load Cases Field: DesReqName Field is Imported: Yes Format: Controlled by program Units: Text The name of a bridge design request. Field: ModalOpt Field is Imported: Yes Format: Controlled by program Units: Text Specifies whether the modal load case is to be determined by program or specified by the user. The modal load case is used as the basis of the response-spectrum load case that represents the seismic design. If program determined, this modal load case will use the stiffness at the end of the gravity load case if nonlinear, else it will use the stiffness at zero initial conditions. If user-defined, the user can control the initial stiffness, eigen vs. Ritz, and other modal parameters. This item is required only if the seismic design category is B, C or D. Field: ModalCase Field is Imported: Yes Format: Controlled by program Units: Text The name of an existing modal load case to be used as the basis of the response-spectrum load case. This item is required only if the modal load case option is user-defined. Field: SpecOpt Field is Imported: Yes Format: Controlled by program Units: Text Specifies whether the response-spectrum load case is to be determined by program or specified by the user. The response-spectrum load case represents the seismic demand. If program determined, this load case will use the given response-spectrum function and modal load case. Acceleration load will be applied in the longitudinal and transverse directions of the bridge object, and combined using the 100% + 30% rule. If user-defined, the user can control the loading or select the SRSS method of directional combination, which is invariant to direction. This item is required only if the seismic design category is B, C or D. Table: Bridge DesReqSeismic 03 - Modal And RS Load Cases Field: DesReqName Page 188 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: SpecCase Field is Imported: Yes Format: Controlled by program Units: Text The name of an existing response-spectrum load case that represents the seismic demand. This item is required only if the response-spectrum load case option is user-defined. Field: SpecAngOpt Field is Imported: Yes Format: Controlled by program Units: Text Specifies whether the angle of loading in the response-spectrum load case is to be determined by program or specified by the user. If program determined, the longitudinal (U1) loading direction is chosen to be from the start abutment to the end abutment, both points located on the reference line of the bridge object. This item is required only if the response-spectrum load case option is user-defined. Field: SpecAng Field is Imported: Yes Format: Angles (Structure Dimensions section of form) Units: Degrees Angle (degree, from global X) of response spectrum load case. This item is required only if the angle of response spectrum load case is User-defined. Table: Bridge DesReqSeismic 04 - Pushover Load Case Field: DesReqName Field is Imported: Yes Format: Controlled by program Units: Text The name of a bridge design request. Field: FndGroup Field is Imported: Yes Format: Controlled by program Units: Text Additional foundation group that will be considered in the pushover load case. This item is required only if the seismic design category is D. Table: Bridge DesReqSeismic 04 - Pushover Load Case Field: SpecCase Page 189 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: TargetDisp Field is Imported: Yes Format: Controlled by program Units: Percent The target displacement is defined as the target ratio of Capacity/Demand for the pushover analyses. This item is required only if the seismic design category is D. Field: BentFail Field is Imported: Yes Format: Controlled by program Units: Text The criteria to determine the bent failure. <Pushover Curve Drop> means it is determined as the displacement at which the base shear first drops from its absolute maximum in the pushover curve to a value 1% less than that maximum. The full pushover displacement is used if the base shear does not decrease 1% from the maximum.This item is required only if the seismic design category is D. Table: Bridge DesReqSuper 01 - General Field: DesReqName Field is Imported: Yes Format: Controlled by program Units: Text The name of a bridge design request. Field: CheckType Field is Imported: Yes Format: Controlled by program Units: Text The check type of a bridge design request. Field: BridgeObj Field is Imported: Yes Format: Controlled by program Units: Text The name of a bridge object. Table: Bridge DesReqSuper 01 - General Field: TargetDisp Page 190 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Bridge DesReqSuper 02 - Station Ranges Field: DesReqName Field is Imported: Yes Format: Controlled by program Units: Text The name of a bridge design request. Field: Location Field is Imported: Yes Format: Controlled by program Units: Text Location before or after this station. Field: StartType Field is Imported: Yes Format: Controlled by program Units: Text StartType can be the beginning of the selected bridge object or user-defined station. Field: StartSta Field is Imported: Yes Format: Controlled by program Units: Unitless This field is needed only when the StartType is User Defined. Field: EndType Field is Imported: Yes Format: Controlled by program Units: Text EndType can be the end of the selected bridge object or user-defined station. Field: EndSta Field is Imported: Yes Format: Controlled by program Units: Unitless This field is needed only when the EndType is User Defined. Table: Bridge DesReqSuper 02 - Station Ranges Field: DesReqName Page 191 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Bridge DesReqSuper 03 - Demand Sets Field: DesReqName Field is Imported: Yes Format: Controlled by program Units: Text The name of a bridge design request. Field: DmndSet Field is Imported: Yes Format: Controlled by program Units: Text The demand set name of a bridge design request. Field: Combo Field is Imported: Yes Format: Controlled by program Units: Text The load combination name of a demand set. Table: Bridge DesReqSuper 04 - Param - AASHTOSTD02 - CBoxStress Field: DesReqName Field is Imported: Yes Format: Controlled by program Units: Text The name of a bridge design request. Field: PhiC Field is Imported: Yes Format: Controlled by program Units: Unitless Resistance Factor - multiplies both compression and tension stress limits. Field: FactCLim Field is Imported: Yes Format: Controlled by program Units: Unitless Multiplier on f'c to calculate the compression stress limit. Table: Bridge DesReqSuper 03 - Demand Sets Field: DesReqName Page 192 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: FactTLim Field is Imported: Yes Format: Controlled by program Units: Unitless Multiplier on sqrt(f'c) to calcuate the tension stress limit, given in the units specified. Field: FTLUnit Field is Imported: Yes Format: Controlled by program Units: Text The tension limit factor may be specified using either MPa or ksi units for f'c and the resulting tension limit. Table: Bridge DesReqSuper 08 - Param - AASHTOLRFD07 - CBoxStress Field: DesReqName Field is Imported: Yes Format: Controlled by program Units: Text The name of a bridge design request. Field: PhiC Field is Imported: Yes Format: Controlled by program Units: Unitless Resistance Factor - multiplies both compression and tension stress limits. Field: FactCLim Field is Imported: Yes Format: Controlled by program Units: Unitless Multiplier on f'c to calculate the compression stress limit. Field: FactTLim Field is Imported: Yes Format: Controlled by program Units: Unitless Multiplier on sqrt(f'c) to calcuate the tension stress limit, given in the units specified. Table: Bridge DesReqSuper 08 - Param - AASHTOLRFD07 - CBoxStress Field: FactTLim Page 193 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: FTLUnit Field is Imported: Yes Format: Controlled by program Units: Text The tension limit factor may be specified using either MPa or ksi units for f'c and the resulting tension limit. Table: Bridge DesReqSuper 09 - Param - AASHTOLRFD07 - CBoxShear Field: DesReqName Field is Imported: Yes Format: Controlled by program Units: Text The name of a bridge design request. Field: PhiCNormalW Field is Imported: Yes Format: Controlled by program Units: Unitless Resistance Factor - multiplies nominal shear resistance to obtain factored resistance for normal-weight concrete. Field: PhiCLightW Field is Imported: Yes Format: Controlled by program Units: Unitless Resistance Factor - multiplies nominal shear resistance to obtain factored resistance for light-weight concrete. Field: Resal Field is Imported: Yes Format: Controlled by program Units: Text Specifies whether the component of inclined flexural compression or tension, in the direction of the applied shear, in variable depth members shall or shall not be considered when determining the design factored shear force per Article 5.8.6.2. Table: Bridge DesReqSuper 09 - Param - AASHTOLRFD07 - CBoxShear Field: FTLUnit Page 194 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: RebarMatV Field is Imported: Yes Format: Controlled by program Units: Text A previously-defined rebar material label that will be used to determine the area of shear rebar required. Field: RebarMatL Field is Imported: Yes Format: Controlled by program Units: Text A previously-defined rebar material that will be used to determine the area of longitudinal torsional rebar required. Table: Bridge DesReqSuper 10 - Param - AASHTOLRFD07 CBoxFlexure Field: DesReqName Field is Imported: Yes Format: Controlled by program Units: Text The name of a bridge design request. Field: PhiC Field is Imported: Yes Format: Controlled by program Units: Unitless Resistance Factor - multiplies nominal flexural resistance to obtain factored resistance. Table: Bridge DesReqSuper 11 - Param - AASHTOLRFD07 - CBoxPrinc Field: DesReqName Field is Imported: Yes Format: Controlled by program Units: Text The name of a bridge design request. Table: Bridge DesReqSuper 10 - Param - AASHTOLRFD07 - CBoxFlexure Field: RebarMatV Page 195 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: PhiC Field is Imported: Yes Format: Controlled by program Units: Unitless Resistance Factor - multiplies both compression and tension stress limits. Field: FactCLim Field is Imported: Yes Format: Controlled by program Units: Unitless Multiplier on f'c to calculate the compression stress limit. Field: FactTLim Field is Imported: Yes Format: Controlled by program Units: Unitless Multiplier on sqrt(f'c) to calcuate the tension stress limit, given in the units specified. Field: FTLUnit Field is Imported: Yes Format: Controlled by program Units: Text The tension limit factor may be specified using either MPa or ksi units for f'c and the resulting tension limit. Table: Bridge DesReqSuper 12 - Param - JTG-D62-2004 - CBoxStress Field: DesReqName Field is Imported: Yes Format: Controlled by program Units: Text The name of a bridge design request. Field: PhiC Field is Imported: Yes Format: Controlled by program Units: Unitless Multiplier on compression capacity?. Table: Bridge DesReqSuper 12 - Param - JTG-D62-2004 - CBoxStress Field: PhiC Page 196 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: FactCLim Field is Imported: Yes Format: Controlled by program Units: Unitless Multiplier on f'ck to calculate the compression limit. Field: PrstrClassB Field is Imported: Yes Format: Controlled by program Units: Yes/No For Prestress Class B, the calculation of the section stress does not allow for any tensile stresses. Table: Bridge DesReqSuper 13 - Param - JTG-D62-2004 CBoxCrkStress Field: DesReqName Field is Imported: Yes Format: Controlled by program Units: Text The name of a bridge design request. Field: PhiC Field is Imported: Yes Format: Controlled by program Units: Unitless Multiplier on tension capacity. Field: PrstrType Field is Imported: Yes Format: Controlled by program Units: Text Prestress type. Must be Fully-prestressed Segmental, Fully-prestressed Prefabricated, Fully Prestressed Other, Class A Short-term, Class A Long-term, or Class B Self-weight. Choosing the prestress type resets the Tension Limit Factor and the Prestress load factor. Table: Bridge DesReqSuper 13 - Param - JTG-D62-2004 - CBoxCrkStress Field: FactCLim Page 197 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: FactTLim Field is Imported: Yes Format: Controlled by program Units: Unitless Tension limit factor. Fully-prestressed, defaults to 0.0. For Class A Short-term, defaults to 0.7. For Class A Long-term, defaults to 0.0. For Class B Self-weight, defaults to 0.0. Field: PrstrLFact Field is Imported: Yes Format: Controlled by program Units: Unitless Prestress load factor. Fully-prestressed Segmental, defaults to 0.8. Fully-prestressed Prefabricated, defaults to 0.85. For all other cases, defaults to 1.0. Table: Bridge DesReqSuper 14 - Param - JTG-D62-2004 - CBoxFlexure Field: DesReqName Field is Imported: Yes Format: Controlled by program Units: Text The name of a bridge design request. Field: PhiC Field is Imported: Yes Format: Controlled by program Units: Unitless Multiplier on flexural capacity. Table: Bridge DesReqSuper 15 - Param - JTG-D62-2004 - CBoxShear Field: DesReqName Field is Imported: Yes Format: Controlled by program Units: Text The name of a bridge design request. Table: Bridge DesReqSuper 14 - Param - JTG-D62-2004 - CBoxFlexure Field: FactTLim Page 198 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ChkSubType Field is Imported: Yes Format: Controlled by program Units: Text May be Shear only, Torsion only, or combined Shear-Torsion. Field: Alpha1 Field is Imported: Yes Format: Controlled by program Units: Unitless Multiplier on tension and compression capacity for normal-weight concrete. For shear check. Field: Alpha2 Field is Imported: Yes Format: Controlled by program Units: Unitless Prestress increasing factor. Usually either 1.0 or 1.25. . For shear check. Field: Alpha3 Field is Imported: Yes Format: Controlled by program Units: Unitless Multiplier on tension and compression capacity for normal-weight concrete. For shear check. Field: cFact Field is Imported: Yes Format: Controlled by program Units: Unitless Minimum area ratio for shear-resisting stirrups. For shear check. Field: Ppercent Field is Imported: Yes Format: Controlled by program Units: Percent Area ratio of the longitudinal rebar and tendons in the tensile zone of the webs, expressed as a percentage. For shear check. Table: Bridge DesReqSuper 15 - Param - JTG-D62-2004 - CBoxShear Field: ChkSubType Page 199 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: BetaA Field is Imported: Yes Format: Controlled by program Units: Text Determination of the box-section effective-thickness reduction factor. May be automatic or user-defined. For torsion check. Field: BetaAFact Field is Imported: Yes Format: Controlled by program Units: Unitless May be set is the Beta_a calculation is user-defined. For torsion check. Field: Zeta Field is Imported: Yes Format: Controlled by program Units: Unitless Ratio of torsional rebar to shear rebar capacity. For torsion check. Field: Resal Field is Imported: Yes Format: Controlled by program Units: Text Include Resal (Haunched-girder) Effect on Shear. For shear check. Field: RebarMatV Field is Imported: Yes Format: Controlled by program Units: Text A previously-defined rebar material that will be used to determine the area of vertical shear and/or torsional rebar required. For shear and torsion check. Field: RebarMatL Field is Imported: Yes Format: Controlled by program Units: Text A previously-defined rebar material that will be used to determine the area of longitudinal torsional rebar required. For torsion check. Table: Bridge DesReqSuper 15 - Param - JTG-D62-2004 - CBoxShear Field: BetaA Page 200 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Bridge DesReqSuper 16 - Param - JTG-D62-2004 - CBoxPrinc Field: DesReqName Field is Imported: Yes Format: Controlled by program Units: Text The name of a bridge design request. Field: PhiC Field is Imported: Yes Format: Controlled by program Units: Unitless Multiplier on compression capacity. Field: FactCLim Field is Imported: Yes Format: Controlled by program Units: Unitless Multiplier on f'ck to calculate the compression limit. Table: Bridge DesReqSuper 17 - Param - JTG-D62-2004 - CBoxCrkPrinc Field: DesReqName Field is Imported: Yes Format: Controlled by program Units: Text The name of a bridge design request. Field: PhiC Field is Imported: Yes Format: Controlled by program Units: Unitless Multiplier on tension capacity. Field: PrstrType Field is Imported: Yes Format: Controlled by program Units: Text Prestress type. Must be Fully-prestressed Cast-in-place, Fully Prestressed Prefabricated, Class A/B Cast-in-place, Class A/B Prefabricated, or User-defined. Choosing the prestress type resets the Tension Limit Factor. Table: Bridge DesReqSuper 16 - Param - JTG-D62-2004 - CBoxPrinc Field: DesReqName Page 201 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: FactTLim Field is Imported: Yes Format: Controlled by program Units: Unitless Tension limit factor. Fully-prestressed Cast-in-place is fixed at 0.4, Fully Prestressed Prefabricated is fixed at 0.6, Class A/B Cast-in-place is fixed at 0.5, Class A/B Prefabricated is fixed at 0.7. User-defined defaults to 0.4. Table: Bridge DesReqSuper 18 - Demand - AASHTOSTD02 CBoxStress Field: DesReqName Field is Imported: Yes Format: Controlled by program Units: Text The name of a bridge design request. Field: DmndSet Field is Imported: Yes Format: Controlled by program Units: Text The demand set name of a bridge design request. Field: FactCLim Field is Imported: Yes Format: Controlled by program Units: Unitless Multiplier on f'c to calculate the compression stress limit. Field: FactTLim Field is Imported: Yes Format: Controlled by program Units: Unitless The tension limit factor may be specified using either MPa or ksi units for f'c and the resulting tension limit. Table: Bridge DesReqSuper 18 - Demand - AASHTOSTD02 - CBoxStress Field: FactTLim Page 202 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Bridge DesReqSuper 25 - LLDF - AASHTOLRFD07 Field: DesReqName Field is Imported: Yes Format: Controlled by program Units: Text The name of a bridge design request. Field: LLDistType Field is Imported: Yes Format: Controlled by program Units: Text . Field: ExtFactV Field is Imported: Yes Format: Controlled by program Units: Unitless Exterior girder shear factor. Field: IntFactV Field is Imported: Yes Format: Controlled by program Units: Unitless Interior girder shear factor. Field: ExtFactM Field is Imported: Yes Format: Controlled by program Units: Unitless Exterior girder moment factor. Field: IntFactM Field is Imported: Yes Format: Controlled by program Units: Unitless Interior girder moment factor. Table: Bridge DesReqSuper 25 - LLDF - AASHTOLRFD07 Field: DesReqName Page 203 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: AxleWidth Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length Wheel spacing, default = 6 ft. Field: CurbDist Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length Curb to wheel Distance, default = 2 ft. Field: LaneWidth Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length Lane width, default = 12 ft. Field: Diaph Field is Imported: Yes Format: Controlled by program Units: Yes/No Are diaphragms present?. Field: FactLane1 Field is Imported: Yes Format: Controlled by program Units: Unitless One-lane multiple-presence factor. Field: FactLane2 Field is Imported: Yes Format: Controlled by program Units: Unitless Two-lane multiple-presence factor. Field: FactLane3 Field is Imported: Yes Format: Controlled by program Units: Unitless Three-lane multiple-presence factor. Table: Bridge DesReqSuper 25 - LLDF - AASHTOLRFD07 Field: AxleWidth Page 204 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: FactLaneN Field is Imported: Yes Format: Controlled by program Units: Unitless Four-lane multiple-presence factor. Table: Bridge DesReqSuper 26 - Param - AASHTOLRFD07 PCCompStress Field: DesReqName Field is Imported: Yes Format: Controlled by program Units: Text The name of a bridge design request. Field: PhiC Field is Imported: Yes Format: Controlled by program Units: Unitless Resistance Factor - multiplies both compression and tension stress limits. Field: FactCLim Field is Imported: Yes Format: Controlled by program Units: Unitless Multiplier on f'c to calculate the compression stress limit. Field: FactTLim Field is Imported: Yes Format: Controlled by program Units: Unitless Multiplier on sqrt(f'c) to calcuate the tension stress limit, given in the units specified. Field: FTLUnit Field is Imported: Yes Format: Controlled by program Units: Text The tension limit factor may be specified using either MPa or ksi units for f'c and the resulting tension limit. Table: Bridge DesReqSuper 26 - Param - AASHTOLRFD07 - PCCompStress Field: FactLaneN Page 205 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Bridge DesReqSuper 27 - Param - AASHTOLRFD07 PCCompShear Field: DesReqName Field is Imported: Yes Format: Controlled by program Units: Text The name of a bridge design request. Field: PhiCNW Field is Imported: Yes Format: Controlled by program Units: Unitless Resistance Factor - multiplies nominal shear resistance to obtain factored resistance for normal-weight concrete. Field: PhiCLW Field is Imported: Yes Format: Controlled by program Units: Unitless Resistance Factor - multiplies nominal shear resistance to obtain factored resistance for light-weight concrete. Field: NegSLL Field is Imported: Yes Format: Controlled by program Units: Unitless Negative limit on strain in nonprestressed longitudinal tension reinforcement. (eq. 5.8.3.4.2-4). Field: PosSLL Field is Imported: Yes Format: Controlled by program Units: Unitless Positive limit on strain in nonprestressed longitudinal tension reinforcement.(eq. 5.8.3.4.2-4). Field: PhiCNu Field is Imported: Yes Format: Controlled by program Units: Unitless Resistance Phi_c Factor for applied factored axial force Nu (eq. 5.8.3.5-1). Table: Bridge DesReqSuper 27 - Param - AASHTOLRFD07 - PCCompShear Field: DesReqName Page 206 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: PhiCMu Field is Imported: Yes Format: Controlled by program Units: Unitless Resistance Phi_f Factor for factored moment at section Mu. (eq. 5.8.3.5-1). Field: SCType Field is Imported: Yes Format: Controlled by program Units: Text Subcheck Type. Field: RebarMatV Field is Imported: Yes Format: Controlled by program Units: Text A previously-defined rebar material that will be used to determine the area of transverse shear rebar required. Field: RebarMatL Field is Imported: Yes Format: Controlled by program Units: Text A previously-defined rebar material that will be used to determine the area of longitudinal torsional rebar required. Table: Bridge DesReqSuper 28 - Param - AASHTOLRFD07 PCCompFlexure Field: DesReqName Field is Imported: Yes Format: Controlled by program Units: Text The name of a bridge design request. Field: PhiC Field is Imported: Yes Format: Controlled by program Units: Unitless Resistance Factor - multiplies nominal flexural resistance to obtain factored resistance. Table: Bridge DesReqSuper 28 - Param - AASHTOLRFD07 - PCCompFlexure Field: PhiCMu Page 207 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Bridge Abutment Definitions Field: Abutment Field is Imported: Yes Format: Controlled by program Units: Text The name of a bridge abutment property. Field: GirderSup Field is Imported: Yes Format: Controlled by program Units: Text This is either Integral or Bottom indicating the girder support condition at the abutment. Field: SubType Field is Imported: Yes Format: Controlled by program Units: Text This is either Spring or Beam indicating the abutment substructure type. Field: BeamSect Field is Imported: Yes Format: Controlled by program Units: Text The frame section property assigned to the abutment substructure beam. This item only applies when the SubType item is Beam. Field: BeamLength Field is Imported: Yes Format: Absolute Distance (Structure Dimensions section of form) Units: Length The total length of the abutment substructure beam. This item only applies when the SubType item is Beam. Field: FSProp Field is Imported: Yes Format: Controlled by program Units: Text This is either Pinned, Fixed or the name of a defined Bridge Foundation Spring property. Table: Bridge Abutment Definitions Field: Abutment Page 208 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Bridge Bearing Definitions Field: Bearing Field is Imported: Yes Format: Controlled by program Units: Text The name of a bridge bearing property. Field: Type Field is Imported: Yes Format: Controlled by program Units: Text The item is either Link or User indicating how the bearing properties are specified. Link means that the properties are described by specifying a link property. User means that each degree of freedom is specified to be Fixed, Free or Partially Fixed with a spring stiffness. Field: LinkProp Field is Imported: Yes Format: Controlled by program Units: Text The name of a link property. This item only applies if the Type item is Link. Field: U1Type Field is Imported: Yes Format: Controlled by program Units: Text This item is either Free, Fixed or Partial Fixed indicating the support condition for the U1 degree of freedom. Field: U2Type Field is Imported: Yes Format: Controlled by program Units: Text This item is either Free, Fixed or Partial Fixed indicating the support condition for the U2 degree of freedom. Table: Bridge Bearing Definitions Field: Bearing Page 209 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: U3Type Field is Imported: Yes Format: Controlled by program Units: Text This item is either Free, Fixed or Partial Fixed indicating the support condition for the U3 degree of freedom. Field: R1Type Field is Imported: Yes Format: Controlled by program Units: Text This item is either Free, Fixed or Partial Fixed indicating the support condition for the R1 degree of freedom. Field: R2Type Field is Imported: Yes Format: Controlled by program Units: Text This item is either Free, Fixed or Partial Fixed indicating the support condition for the R2 degree of freedom. Field: R3Type Field is Imported: Yes Format: Controlled by program Units: Text This item is either Free, Fixed or Partial Fixed indicating the support condition for the R3 degree of freedom. Field: U1Stiff Field is Imported: Yes Format: Translational Stiffness (Stiffness section of form) Units: Force/Length The stiffness of the partial fixity spring for the U1 degree of freedom. Field: U2Stiff Field is Imported: Yes Format: Translational Stiffness (Stiffness section of form) Units: Force/Length The stiffness of the partial fixity spring for the U2 degree of freedom. Table: Bridge Bearing Definitions Field: U3Type Page 210 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: U3Stiff Field is Imported: Yes Format: Translational Stiffness (Stiffness section of form) Units: Force/Length The stiffness of the partial fixity spring for the U3 degree of freedom. Field: R1Stiff Field is Imported: Yes Format: Rotational Stiffness (Stiffness section of form) Units: Force-Length/rad The stiffness of the partial fixity spring for the R1 degree of freedom. Field: R2Stiff Field is Imported: Yes Format: Rotational Stiffness (Stiffness section of form) Units: Force-Length/rad The stiffness of the partial fixity spring for the R2 degree of freedom. Field: R3Stiff Field is Imported: Yes Format: Rotational Stiffness (Stiffness section of form) Units: Force-Length/rad The stiffness of the partial fixity spring for the R3 degree of freedom. Table: Bridge Bent Definitions 1 - General Field: Bent Field is Imported: Yes Format: Controlled by program Units: Text The name of a bridge bent. Field: BeamLength Field is Imported: Yes Format: Absolute Distance (Structure Dimensions section of form) Units: Length The total length of the bent cap beam. Table: Bridge Bent Definitions 1 - General Field: U3Stiff Page 211 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: BeamSect Field is Imported: Yes Format: Controlled by program Units: Text The frame section property assigned to the bent cap beam. Field: Type Field is Imported: Yes Format: Controlled by program Units: Text This item is either Single or Double indicating that there is either a single bearing line (continuous superstructure), or double bearing lines (discontinuous superstructure). Field: GirderSup1 Field is Imported: Yes Format: Controlled by program Units: Text This is either Integral or Bottom indicating the girder support condition at the bent. This item applies when the Type item is Single, and it represents the girder support condition before the bent when the Type item is Double. Field: BearDist1 Field is Imported: Yes Format: Absolute Distance (Structure Dimensions section of form) Units: Length This item only applies when the Type item is Double. It is the distance from the specified bent location to the bearing line before the bent measured along the layout line. Field: GirderSup2 Field is Imported: Yes Format: Controlled by program Units: Text This item only applies when the Type item is Double. It is either Integral or Bottom indicating the girder support condition after the bent. Field: BearDist2 Field is Imported: Yes Format: Absolute Distance (Structure Dimensions section of form) Units: Length This item only applies when the Type item is Double. It is the distance from the specified bent location to the bearing line after the bent measured along the layout line. Table: Bridge Bent Definitions 1 - General Field: BeamSect Page 212 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: NumCols Field is Imported: No Format: Controlled by program Units: Unitless The number of columns in the bridge bent. Table: Bridge Bent Definitions 2 - Column Data Field: Bent Field is Imported: Yes Format: Controlled by program Units: Text The name of a bridge bent. Field: ColNum Field is Imported: No Format: Controlled by program Units: Text The bridge bent column number. Field: Section Field is Imported: Yes Format: Controlled by program Units: Text The frame section property assigned to the bent column. Field: Distance Field is Imported: Yes Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance from the left end of the bent cap beam to the center of the considered bent column. Field: Height Field is Imported: Yes Format: Absolute Distance (Structure Dimensions section of form) Units: Length The height of the considered bent column measured from the base of the column to the top of the bent cap beam. Table: Bridge Bent Definitions 2 - Column Data Field: NumCols Page 213 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Angle Field is Imported: Yes Format: Angles (Structure Dimensions section of form) Units: Degrees The angle measured counterclockwise in degrees from a line parallel to the bent to the positive local 2 axis of the column. Field: ColSupport Field is Imported: Yes Format: Controlled by program Units: Text This is either Pinned, Fixed or the name of a defined Bridge Foundation Spring property. Field: R1Release Field is Imported: Yes Format: Controlled by program Units: Text This item is either Free, Fixed or Partial Fixed indicating the release condition for the R1 degree of freedom at the top of the column. Field: R2Release Field is Imported: Yes Format: Controlled by program Units: Text This item is either Free, Fixed or Partial Fixed indicating the release condition for the R2 degree of freedom at the top of the column. Field: R3Release Field is Imported: Yes Format: Controlled by program Units: Text This item is either Free, Fixed or Partial Fixed indicating the release condition for the R3 degree of freedom at the top of the column. Field: R1Stiff Field is Imported: Yes Format: Rotational Stiffness (Stiffness section of form) Units: Force-Length/rad The stiffness of the partial fixity spring for the R1 degree of freedom. Table: Bridge Bent Definitions 2 - Column Data Field: Angle Page 214 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: R2Stiff Field is Imported: Yes Format: Rotational Stiffness (Stiffness section of form) Units: Force-Length/rad The stiffness of the partial fixity spring for the R2 degree of freedom. Field: R3Stiff Field is Imported: Yes Format: Rotational Stiffness (Stiffness section of form) Units: Force-Length/rad The stiffness of the partial fixity spring for the R3 degree of freedom. Table: Bridge Diaphragm Definitions Field: Diaph Field is Imported: Yes Format: Controlled by program Units: Text The name of a bridge diaphragm property. Field: DiaphType Field is Imported: Yes Format: Controlled by program Units: Text This is either Solid, Brace or Single Beam indicating the type of diaphragm. Solid diaphragms are only applicable to concrete bridge sections. Brace and Single Beam diaphragms are only applicable to steel bridge sections. Field: Thickness Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The thickness of a solid diaphragm. This item only applies when the DiaphType item is Solid. Table: Bridge Diaphragm Definitions Field: R2Stiff Page 215 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: IncTopChord Field is Imported: Yes Format: Controlled by program Units: Yes/No If this item is Yes then the top chord is included in a Brace type diaphragm. This item only applies when the DiaphType item is Brace. Field: IncBrace Field is Imported: Yes Format: Controlled by program Units: Yes/No If this item is Yes then the braces are included in a Brace type diaphragm. This item only applies when the DiaphType item is Brace. Field: IncBotChord Field is Imported: Yes Format: Controlled by program Units: Yes/No If this item is Yes then the bottom chord is included in a Brace type diaphragm. This item only applies when the DiaphType item is Brace. Field: TopChord Field is Imported: Yes Format: Controlled by program Units: Text The name of the steel frame section used for the top chord in a Brace type diaphragm. This item only applies when the DiaphType item is Brace and the IncTopChord item is Yes. Field: BraceType Field is Imported: Yes Format: Controlled by program Units: Text This is either V, Inverted V or X indicating the brace type. Field: Brace Field is Imported: Yes Format: Controlled by program Units: Text The name of the steel frame section used for the braces in a Brace type diaphragm. This item only applies when the DiaphType item is Brace and the IncBrace item is Yes. Table: Bridge Diaphragm Definitions Field: IncTopChord Page 216 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: BotChord Field is Imported: Yes Format: Controlled by program Units: Text The name of the steel frame section used for the bottom chord in a Brace type diaphragm. This item only applies when the DiaphType item is Brace and the IncBotChord item is Yes. Field: Beam Field is Imported: Yes Format: Controlled by program Units: Text The name of the steel frame section used for the beam in a Single beam type diaphragm. This item only applies when the DiaphType item is Single Beam. Field: BeamDist Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length When the DiaphType item is Single Beam this is the distance from the top of the beam to the top of the highest adjacent girder. A positive distance means that the top of the beam is below the top of the highest adjacent girder. When the DiaphType item is Brace this is the distance from the top brace work point to the top of the adjacent girder. A positive distance means that the brace work point is below the top of the adjacent girder. This item does not apply when the DiaphType item is Solid. Field: BeamDistBot Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length This item only applies when the DiaphType item is Brace. It is the distance from the bottom brace work point to the bottom of the adjacent girder. A negative distance means that the brace work point is above the bottom of the adjacent girder. Table: Bridge Diaphragm Definitions Field: BotChord Page 217 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Bridge Foundation Spring Definitions Field: FndSpring Field is Imported: Yes Format: Controlled by program Units: Text The name of a bridge foundation spring. Field: Type Field is Imported: Yes Format: Controlled by program Units: Text The item is either Link or User indicating how the foundation spring properties are specified. Link means that the properties are described by specifying a link property. User means that each degree of freedom is specified to be Fixed, Free or Partially Fixed with a spring stiffness. Field: LinkProp Field is Imported: Yes Format: Controlled by program Units: Text The name of a link property. This item only applies if the Type item is Link. Field: U1Type Field is Imported: Yes Format: Controlled by program Units: Text This item is either Free, Fixed or Partial Fixed indicating the support condition for the U1 degree of freedom. Field: U2Type Field is Imported: Yes Format: Controlled by program Units: Text This item is either Free, Fixed or Partial Fixed indicating the support condition for the U2 degree of freedom. Table: Bridge Foundation Spring Definitions Field: FndSpring Page 218 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: U3Type Field is Imported: Yes Format: Controlled by program Units: Text This item is either Free, Fixed or Partial Fixed indicating the support condition for the U3 degree of freedom. Field: R1Type Field is Imported: Yes Format: Controlled by program Units: Text This item is either Free, Fixed or Partial Fixed indicating the support condition for the R1 degree of freedom. Field: R2Type Field is Imported: Yes Format: Controlled by program Units: Text This item is either Free, Fixed or Partial Fixed indicating the support condition for the R2 degree of freedom. Field: R3Type Field is Imported: Yes Format: Controlled by program Units: Text This item is either Free, Fixed or Partial Fixed indicating the support condition for the R3 degree of freedom. Field: U1Stiff Field is Imported: Yes Format: Translational Stiffness (Stiffness section of form) Units: Force/Length The stiffness of the partial fixity spring for the U1 degree of freedom. Field: U2Stiff Field is Imported: Yes Format: Translational Stiffness (Stiffness section of form) Units: Force/Length The stiffness of the partial fixity spring for the U2 degree of freedom. Table: Bridge Foundation Spring Definitions Field: U3Type Page 219 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: U3Stiff Field is Imported: Yes Format: Translational Stiffness (Stiffness section of form) Units: Force/Length The stiffness of the partial fixity spring for the U3 degree of freedom. Field: R1Stiff Field is Imported: Yes Format: Rotational Stiffness (Stiffness section of form) Units: Force-Length/rad The stiffness of the partial fixity spring for the R1 degree of freedom. Field: R2Stiff Field is Imported: Yes Format: Rotational Stiffness (Stiffness section of form) Units: Force-Length/rad The stiffness of the partial fixity spring for the R2 degree of freedom. Field: R3Stiff Field is Imported: Yes Format: Rotational Stiffness (Stiffness section of form) Units: Force-Length/rad The stiffness of the partial fixity spring for the R3 degree of freedom. Field: DefLength Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The user property is defined for this length when it is used in a line spring. Field: DefArea Field is Imported: Yes Format: Area (Section Dimensions section of form) Units: Length2 The user property is defined for this area when it is used in an area spring. Table: Bridge Foundation Spring Definitions Field: U3Stiff Page 220 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Bridge Layout Line 1 - General Field: LayoutLine Field is Imported: Yes Format: Controlled by program Units: Text The name of a bridge layout line. Field: CoordSys Field is Imported: Yes Format: Controlled by program Units: Text The coordinate system in which the X, Y and Z coordinates of the initial point on the bridge layout line are specified. Field: X Field is Imported: Yes Format: Coordinates (Structure Dimensions section of form) Units: Length The X coordinate of the initial point on the bridge layout line in the specified coordinate system. Field: Y Field is Imported: Yes Format: Coordinates (Structure Dimensions section of form) Units: Length The Y coordinate of the initial point on the bridge layout line in the specified coordinate system. Field: Z Field is Imported: Yes Format: Coordinates (Structure Dimensions section of form) Units: Length The Z coordinate of the initial point on the bridge layout line in the specified coordinate system. Field: GlobalX Field is Imported: No Format: Coordinates (Structure Dimensions section of form) Units: Length The X coordinate of the initial point on the bridge layout line in the global coordinate system. Table: Bridge Layout Line 1 - General Field: LayoutLine Page 221 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: GlobalY Field is Imported: No Format: Coordinates (Structure Dimensions section of form) Units: Length The Y coordinate of the initial point on the bridge layout line in the global coordinate system. Field: GlobalZ Field is Imported: No Format: Coordinates (Structure Dimensions section of form) Units: Length The Z coordinate of the initial point on the bridge layout line in the global coordinate system. Table: Bridge Layout Line 2 - Horizontal Layout Data Field: LayoutLine Field is Imported: Yes Format: Controlled by program Units: Text The name of a bridge layout line. Field: SegType Field is Imported: Yes Format: Controlled by program Units: Text The horizontal layout segment type. This is one of the following: Initial Station and Bearing, Straight at Previous Bearing to End, Straight at Previous Bearing To Station, Straight at New Bearing To Station, Curve Right to New Bearing at Station, Curve Left to New Bearing at Station. Field: Station Field is Imported: Yes Format: Coordinates (Structure Dimensions section of form) Units: Length A station along the layout line. Table: Bridge Layout Line 2 - Horizontal Layout Data Field: GlobalY Page 222 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Radius Field is Imported: Yes Format: Absolute Distance (Structure Dimensions section of form) Units: Length The radius of a curve in the layout line. This item is only applicable if the SegType item is Curve Right to New Bearing at Station or Curve Left to New Bearing at Station. Note that these curves may be circular curves with spiral transitions. The radius specified is the radius of the circular portion of the curve. Field: Bearing Field is Imported: Yes Format: Controlled by program Units: Text The bearing angle of the layout line at the specified station. This item is only applicable if the SegType item is Initial Station and Bearing, Straight at New Bearing To Station, Curve Right to New Bearing at Station or Curve Left to New Bearing at Station. In a valid bearing the first character is either N or S and the last character is either E or W. N, S, E and W signify North, South, East and West respectively. The second through second-to-last characters specify an angle between 0 and 90 degrees, inclusive. The angle is specified as an integer number of degrees followed by an integer number of minutes followed by a real number of seconds. The minutes and the seconds must each be less than 60. The degrees can not exceed 90, and, if either the minutes or seconds is nonzero then the degrees can not exceed 89. Examples of valid bearings are N624329E, N62*43'29"E, N62E, S070403W, S07*04'03"W, S7*4'3"W, S7W, S074W, S07043W, N243627.25W, and N24*36'27.25"W. Bearings can also be specified as Default or DefaultX where x is a positive or negative number indicating the angle in degrees that the bearing is different from the default bearing. Field: CoordSys Field is Imported: No Format: Controlled by program Units: Text The coordinate system in which the X, and Y coordinates of the specified station on the bridge layout line are reported. Table: Bridge Layout Line 2 - Horizontal Layout Data Field: Radius Page 223 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: X Field is Imported: No Format: Coordinates (Structure Dimensions section of form) Units: Length The X coordinate of the specified station on the bridge layout line in the specified coordinate system. Field: Y Field is Imported: No Format: Coordinates (Structure Dimensions section of form) Units: Length The Y coordinate of the specified station on the bridge layout line in the specified coordinate system. Field: GlobalX Field is Imported: No Format: Coordinates (Structure Dimensions section of form) Units: Length The X coordinate of the specified station on the bridge layout line in the global coordinate system. Field: GlobalY Field is Imported: No Format: Coordinates (Structure Dimensions section of form) Units: Length The Y coordinate of the specified station on the bridge layout line in the global coordinate system. Table: Bridge Layout Line 3 - Vertical Layout Data Field: LayoutLine Field is Imported: Yes Format: Controlled by program Units: Text The name of a bridge layout line. Field: SegType Field is Imported: Yes Format: Controlled by program Units: Text The vertical layout segment type. This is one of the following: Table: Bridge Layout Line 3 - Vertical Layout Data Field: X Page 224 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Initial Station, Elevation Z and Grade, Constant at Previous Grade to End, Constant At Previous Grade to Station, Constant At New Grade to Station, Constant Grade to New Elevation at Station, Parabolic to New Grade at Station. Field: Station Field is Imported: Yes Format: Coordinates (Structure Dimensions section of form) Units: Length A station along the layout line. Field: Grade Field is Imported: Yes Format: Controlled by program Units: Percent The grade (in percent) at the specified station along the layout line.This item is not applicable for import when the SegType item is Constant Grade to New Elevation at Station. Field: CoordSys Field is Imported: Yes Format: Controlled by program Units: Text The coordinate system in which the Z coordinate of the specified station on the bridge layout line is reported. Field: Z Field is Imported: Yes Format: Coordinates (Structure Dimensions section of form) Units: Length The Z coordinate of the specified station on the bridge layout line in the specified coordinate system.This item is only applicable for import when the SegType item is Constant Grade to New Elevation at Station. Field: GlobalZ Field is Imported: No Format: Coordinates (Structure Dimensions section of form) Units: Length The Z coordinate of the specified station on the bridge layout line in the global coordinate system. Table: Bridge Layout Line 3 - Vertical Layout Data Field: Station Page 225 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Bridge Layout Line 4 - Layout Line Points Field: LayoutLine Field is Imported: No Format: Controlled by program Units: Text The name of a bridge layout line. Field: Point Field is Imported: No Format: Controlled by program Units: Unitless A point along the bridge layout line. These points are calculated by the program from the bridge layout line definition data. Field: CoordSys Field is Imported: No Format: Controlled by program Units: Text The coordinate system in which the X, Y and Z coordinates of the specified point along the bridge layout line are reported. Field: X Field is Imported: No Format: Coordinates (Structure Dimensions section of form) Units: Length The X coordinate of the specified point along the bridge layout line in the specified coordinate system. Field: Y Field is Imported: No Format: Coordinates (Structure Dimensions section of form) Units: Length The Y coordinate of the specified point along the bridge layout line in the specified coordinate system. Field: Z Field is Imported: No Format: Coordinates (Structure Dimensions section of form) Units: Length The Z coordinate of the specified point along the bridge layout line in the specified coordinate system. Table: Bridge Layout Line 4 - Layout Line Points Field: LayoutLine Page 226 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: GlobalX Field is Imported: No Format: Coordinates (Structure Dimensions section of form) Units: Length The X coordinate of the specified point along the bridge layout line in the global coordinate system. Field: GlobalY Field is Imported: No Format: Coordinates (Structure Dimensions section of form) Units: Length The Y coordinate of the specified point along the bridge layout line in the global coordinate system. Field: GlobalZ Field is Imported: No Format: Coordinates (Structure Dimensions section of form) Units: Length The Z coordinate of the specified point along the bridge layout line in the global coordinate system. Table: Bridge Model Summary 01 - Bearing Supports Field: BridgeObj Field is Imported: No Format: Controlled by program Units: Text The name of a bridge object. Field: SpanName Field is Imported: No Format: Controlled by program Units: Text The name of the span that the bent belongs to. Field: Station Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length The station of the bent. Table: Bridge Model Summary 01 - Bearing Supports Field: GlobalX Page 227 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Type Field is Imported: No Format: Controlled by program Units: Text The type that the bearing is used for. It can be Abutment, Bent or Hinge. Field: Bearing Field is Imported: No Format: Controlled by program Units: Unitless The bearing number counted from the left end of the bent cap beam/in-span hinge/abutment to the center of the considered bearing. Field: BearProp Field is Imported: No Format: Controlled by program Units: Text This is the name of a defined bridge bearing property that is used as a bearing at each girder. Field: BearElev Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length This is the Global Z elevation of the bearings. . Field: BearAngle Field is Imported: No Format: Angles (Structure Dimensions section of form) Units: Degrees This is the rotation angle in degrees of the bearing local 3 axis from its default orientation that is parallel to the layout line. . Table: Bridge Model Summary 01 - Bearing Supports Field: Type Page 228 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Bridge Object Definitions 01 - General Field: BridgeObj Field is Imported: Yes Format: Controlled by program Units: Text The name of a bridge object. Field: LayoutLine Field is Imported: Yes Format: Controlled by program Units: Text The name of the bridge layout line associated with the bridge object. Field: NumSpans Field is Imported: No Format: Controlled by program Units: Unitless The number of spans defined in the bridge object. Field: NumBents Field is Imported: No Format: Controlled by program Units: Unitless The number of bents defined in the bridge object. Field: NumHinges Field is Imported: No Format: Controlled by program Units: Unitless The number of hinges defined in the bridge object. Field: NumTendons Field is Imported: No Format: Controlled by program Units: Unitless The number of prestress tendons defined in the bridge object. Table: Bridge Object Definitions 01 - General Field: BridgeObj Page 229 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: SuperElev Field is Imported: No Format: Controlled by program Units: Yes/No This item is Yes if super elevation is defined in the bridge object. Otherwise it is No. Table: Bridge Object Definitions 02 - Reference Line Field: BridgeObj Field is Imported: Yes Format: Controlled by program Units: Text The name of a defined bridge object. Field: SpanName Field is Imported: Yes Format: Controlled by program Units: Text The name of a span in the specified bridge object. Field: Station Field is Imported: Yes Format: Coordinates (Structure Dimensions section of form) Units: Length A station along the bridge, that is, a station along the layout line specified for the bridge. Field: Length Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length The span length from the last station to the current station. Field: SpanType Field is Imported: No Format: Controlled by program Units: Text The description of the span length. Table: Bridge Object Definitions 02 - Reference Line Field: SuperElev Page 230 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Bridge Object Definitions 03 - Spans 1 - General Field: BridgeObj Field is Imported: Yes Format: Controlled by program Units: Text The name of a bridge object. Field: SpanName Field is Imported: Yes Format: Controlled by program Units: Text The name of a span in the specified bridge object. Field: BridgeSect Field is Imported: Yes Format: Controlled by program Units: Text The name of the bridge section assigned to the specified span. Field: Variation Field is Imported: No Format: Controlled by program Units: Yes/No This item is Yes if a variation is assigned to the span. Otherwise it is No. Table: Bridge Object Definitions 04 - Spans 2 - Parametric Variations Field: BridgeObj Field is Imported: Yes Format: Controlled by program Units: Text The name of a bridge object. Field: SpanName Field is Imported: Yes Format: Controlled by program Units: Text The name of a span in the specified bridge object. Table: Bridge Object Definitions 03 - Spans 1 - General Field: BridgeObj Page 231 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: SameAs Field is Imported: Yes Format: Controlled by program Units: Text This item is Yes if the variation is the same as that assigned to the span. Otherwise it is No. Field: Parameter Field is Imported: Yes Format: Controlled by program Units: Text The parameter to which the variation applies. The parameter items are typically consistent with the field names in the Bridge Section tables. Field: Variation Field is Imported: Yes Format: Controlled by program Units: Text The name of a bridge parametric variation. Table: Bridge Object Definitions 05 - Spans 3 - User Variations Field: BridgeObj Field is Imported: Yes Format: Controlled by program Units: Text The name of a bridge object. Field: SpanName Field is Imported: Yes Format: Controlled by program Units: Text The name of a span in the specified bridge object. Field: SameAs Field is Imported: Yes Format: Controlled by program Units: Text This item is Yes if the variation is the same as that assigned to the span. Otherwise it is No. Table: Bridge Object Definitions 05 - Spans 3 - User Variations Field: SameAs Page 232 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: PolyType Field is Imported: Yes Format: Controlled by program Units: Text This is either Structural or Opening indicating the type of polygon to which the variation applies. Field: PolyNum Field is Imported: Yes Format: Controlled by program Units: Unitless The number of the polygon to which the variation applies. Structural and Opening polygons are numbered separately. Both are numbered consecutively starting from 1. Field: Point Field is Imported: Yes Format: Controlled by program Units: Unitless The point number of the point to which the variation applies in the considered polygon. Points are numbered consecutively starting from 1. Field: XorY Field is Imported: Yes Format: Controlled by program Units: Text This is either X or Y indicating the point coordinate direction to which the variation applies. Field: Variation Field is Imported: Yes Format: Controlled by program Units: Text The name of a bridge parametric variation. Table: Bridge Object Definitions 05 - Spans 3 - User Variations Field: PolyType Page 233 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Bridge Object Definitions 06 - Abutments Field: BridgeObj Field is Imported: Yes Format: Controlled by program Units: Text The name of a bridge object. Field: Location Field is Imported: Yes Format: Controlled by program Units: Text This is either Start or End indicating the abutment location along the brdige object. Field: BearingDir Field is Imported: Yes Format: Controlled by program Units: Text The bearing direction of the abutment, that is the bearing of a line parallel to the abutment. In a valid bearing the first character is either N or S and the last character is either E or W. N, S, E and W signify North, South, East and West respectively. The second through second-to-last characters specify an angle between 0 and 90 degrees, inclusive. The angle is specified as an integer number of degrees followed by an integer number of minutes followed by a real number of seconds. The minutes and the seconds must each be less than 60. The degrees can not exceed 90, and, if either the minutes or seconds is nonzero then the degrees can not exceed 89. Examples of valid bearings are N624329E, N62*43'29"E, N62E, S070403W, S07*04'03"W, S7*4'3"W, S7W, S074W, S07043W, N243627.25W, and N24*36'27.25"W. Bearings can also be specified as Default or DefaultX where x is a positive or negative number indicating the angle in degrees that the bearing is different from the default bearing. Field: DiaphProp Field is Imported: Yes Format: Controlled by program Units: Text This is either None (meaning no diaphragm exists at the abutment) or the name of a defined bridge diaphragm property. Table: Bridge Object Definitions 06 - Abutments Field: BridgeObj Page 234 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: SubType Field is Imported: Yes Format: Controlled by program Units: Text This is either None, Abutment or Bent indicating the abutment substructure type. None means there is no substructure at the abutment. Abutment means an abutment property is used to define the substructure and Bent means an abutment property is used to define the substructure. Field: AbutProp Field is Imported: Yes Format: Controlled by program Units: Text This item only applies when the SubType item is Abutment. It is the name of the abutment property used to define the abutment substructure. Field: BentProp Field is Imported: Yes Format: Controlled by program Units: Text This item only applies when the SubType item is Bent. It is the name of the bent property used to define the abutment substructure. Field: SubElev Field is Imported: Yes Format: Coordinates (Structure Dimensions section of form) Units: Length This is the Global Z elevation of the top of the abutment substructure. This item does not apply when the SubType item is None. Field: HorizOff Field is Imported: Yes Format: Absolute Distance (Structure Dimensions section of form) Units: Length The horizontal offset from the bridge object reference line to the midlength of the substructure This item does not apply when the SubType item is None. Table: Bridge Object Definitions 06 - Abutments Field: SubType Page 235 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: BearProp Field is Imported: Yes Format: Controlled by program Units: Text This is the name of a defined bridge bearing property that is used as a bearing at each girder.This item does not apply when the SubType item is None. Field: BearResProp Field is Imported: Yes Format: Controlled by program Units: Text This is either None or the name of a defined bridge restrainer property that is located at the bearing.This item does not apply when the SubType item is None. Field: BearElev Field is Imported: Yes Format: Coordinates (Structure Dimensions section of form) Units: Length This is the Global Z elevation of the bearings. This item does not apply when the SubType item is None. Field: BearAngle Field is Imported: Yes Format: Angles (Structure Dimensions section of form) Units: Degrees This is the rotation angle in degrees of the bearing local 3 axis from its default orientation that is parallel to the layout line. This item does not apply when the SubType item is None. Table: Bridge Object Definitions 07 - Bents Field: BridgeObj Field is Imported: Yes Format: Controlled by program Units: Text The name of a bridge object. Table: Bridge Object Definitions 07 - Bents Field: BearProp Page 236 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: SpanName Field is Imported: Yes Format: Controlled by program Units: Text The name of a span in the specified bridge object with which the bent is associated. Field: BentProp Field is Imported: Yes Format: Controlled by program Units: Text This is either None or the name of a bridge bent property. Field: Continuous Field is Imported: Yes Format: Controlled by program Units: Yes/No This is either Yes or No indicating if the superstructure is continuous at the bent location. This item is only imported when the BentProp item is None. Field: BearingDir Field is Imported: Yes Format: Controlled by program Units: Text The bearing of the bent, that is the bearing of a line parallel to the bent. In a valid bearing the first character is either N or S and the last character is either E or W. N, S, E and W signify North, South, East and West respectively. The second through second-to-last characters specify an angle between 0 and 90 degrees, inclusive. The angle is specified as an integer number of degrees followed by an integer number of minutes followed by a real number of seconds. The minutes and the seconds must each be less than 60. The degrees can not exceed 90, and, if either the minutes or seconds is nonzero then the degrees can not exceed 89. Examples of valid bearings are N624329E, N62*43'29"E, N62E, S070403W, S07*04'03"W, S7*4'3"W, S7W, S074W, S07043W, N243627.25W, and N24*36'27.25"W. Bearings can also be specified as Default or DefaultX where x is a positive or negative number indicating the angle in degrees that the bearing is different from the default bearing. Table: Bridge Object Definitions 07 - Bents Field: SpanName Page 237 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: BentElev Field is Imported: Yes Format: Coordinates (Structure Dimensions section of form) Units: Length This is the Global Z elevation of the top of the bent.This item does not apply when the BentProp item is None. Field: HorizOff Field is Imported: Yes Format: Absolute Distance (Structure Dimensions section of form) Units: Length The horizontal offset from the bridge object reference line to the midlength of the bent cap beam This item does not apply when the BentProp item is None. Field: DiaphBefore Field is Imported: Yes Format: Controlled by program Units: Text This is either None or the name of a defined bridge diaphragm property. If the BentProp item is None or the specified bent property has a single line of bearings (continuous superstructure), then this is the property of the diaphragm, if any, that occurs at the bent.If the specified bent property has a double line of bearings (discontinuous superstructure), then this is the property of the diaphragm, if any, that occurs just before the bent. Field: DiaphAfter Field is Imported: Yes Format: Controlled by program Units: Text This is either None or the name of a defined bridge diaphragm property. This item only applies when the bent property specified by the BentProp item has a double line of bearings (discontinuous superstructure), or when the bent property specified by the BentProp item is None and a discontinuous superstructure at the bent is specified. It is the property of the diaphragm, if any, that occurs just after the bent. Field: ResPropSS Field is Imported: Yes Format: Controlled by program Units: Text This is either None or the name of a defined bridge restrainer property that is used in the superstructure at each girder. This item only applies when the bent property specified by the BentProp item has a double line of bearings (discontinuous superstructure), or when Table: Bridge Object Definitions 07 - Bents Field: BentElev Page 238 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation the bent property specified by the BentProp item is None and a discontinuous superstructure at the bent is specified. Field: ResElevSS Field is Imported: Yes Format: Coordinates (Structure Dimensions section of form) Units: Length This is the Global Z elevation of the superstructure restrainers. This item only applies when the bent property specified by the BentProp item has a double line of bearings (discontinuous superstructure), or when the bent property specified by the BentProp item is None and a discontinuous superstructure at the bent is specified. Field: MeshAtBent Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the bridge deck is to be meshed at the bent. It is No if the bridge deck it meshed at its default location not considering the bent. Field: BearProp1 Field is Imported: Yes Format: Controlled by program Units: Text This is the name of a defined bridge bearing property that is used as a bearing at each girder. If the BentProp item is None then this item only applies when a discontinuous superstructure at the bent is specified and it is the hinge bearing property at the disconuity. If the specified bent property has a single line of bearings (continuous superstructure), then this is the property of the bearings along that line.If the specified bent property has a double line of bearings (discontinuous superstructure), then this is the property of the bearings along the bearing line just before the bent. Field: BrResProp1 Field is Imported: Yes Format: Controlled by program Units: Text This is either None or the name of a defined bridge restrainer property that is used at the same location as the BearProp1 item at each girder. This item does not apply when the BentProp item is None. Table: Bridge Object Definitions 07 - Bents Field: ResElevSS Page 239 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: BearElev1 Field is Imported: Yes Format: Coordinates (Structure Dimensions section of form) Units: Length This is the Global Z elevation of the bearings. If the BentProp item is None then this item only applies when a discontinuous superstructure at the bent is specified. If the specified bent property has a single line of bearings (continuous superstructure), then this is the elevation of the bearings along that line.If the specified bent property has a double line of bearings (discontinuous superstructure), then this is the elevation of the bearings along the bearing line just before the bent. Field: BearAngle1 Field is Imported: Yes Format: Angles (Structure Dimensions section of form) Units: Degrees This is the rotation angle in degrees of the bearing local 3 axis from its default orientation that is parallel to the layout line. If the BentProp item is None then this item only applies when a discontinuous superstructure at the bent is specified. If the specified bent property has a single line of bearings (continuous superstructure), then this is the rotation angle of the bearings along that line.If the specified bent property has a double line of bearings (discontinuous superstructure), then this is the rotation angle of the bearings along the bearing line just before the bent. Field: BearProp2 Field is Imported: Yes Format: Controlled by program Units: Text This is the name of a defined bridge bearing property that is used as a bearing at each girder. This item does not apply when the BentProp item is None. This item only applies when the bent property specified by the BentProp has a double line of bearings (discontinuous superstructure). It is the property of the bearings along the bearing line just after the bent. Field: BrResProp2 Field is Imported: Yes Format: Controlled by program Units: Text This is either None or the name of a defined bridge restrainer property that is used at the same location as the BearProp2 item at each girder. This item does not apply when the BentProp item is None. This item only applies when the bent property specified by the BentProp has a double line of bearings (discontinuous superstructure). Table: Bridge Object Definitions 07 - Bents Field: BearElev1 Page 240 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: BearElev2 Field is Imported: Yes Format: Coordinates (Structure Dimensions section of form) Units: Length This is the Global Z elevation of the bearings. This item only applies when the bent property specified by the BentProp has a double line of bearings (discontinuous superstructure). It is the elevation of the bearings along the bearing line just after the bent. Field: BearAngle2 Field is Imported: Yes Format: Angles (Structure Dimensions section of form) Units: Degrees This is the rotation angle in degrees of the bearing local 3 axis from its default orientation that is parallel to the layout line. This item only applies when the bent property specified by the BentProp has a double line of bearings (discontinuous superstructure). It is the rotation angle of the bearings along the bearing line just after the bent. Table: Bridge Object Definitions 08 - Hinges Field: BridgeObj Field is Imported: Yes Format: Controlled by program Units: Text The name of a bridge object. Field: SpanName Field is Imported: Yes Format: Controlled by program Units: Text The name of a span in the specified bridge object. Field: BearingDir Field is Imported: Yes Format: Controlled by program Units: Text The bearing direction of the hinge, that is the bearing of a line parallel to the hinge. In a valid bearing the first character is either N or S and the last character is either E or W. N, S, E and W signify North, South, East and West respectively. Table: Bridge Object Definitions 08 - Hinges Field: BearElev2 Page 241 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation The second through second-to-last characters specify an angle between 0 and 90 degrees, inclusive. The angle is specified as an integer number of degrees followed by an integer number of minutes followed by a real number of seconds. The minutes and the seconds must each be less than 60. The degrees can not exceed 90, and, if either the minutes or seconds is nonzero then the degrees can not exceed 89. Examples of valid bearings are N624329E, N62*43'29"E, N62E, S070403W, S07*04'03"W, S7*4'3"W, S7W, S074W, S07043W, N243627.25W, and N24*36'27.25"W. Bearings can also be specified as Default or DefaultX where x is a positive or negative number indicating the angle in degrees that the bearing is different from the default bearing. Field: HingeDist Field is Imported: Yes Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance from the start of the specified span to the hinge location. Field: BearProp Field is Imported: Yes Format: Controlled by program Units: Text This is either None or the name of a defined bridge bearing property that is used as a bearing at each girder. Field: BearResProp Field is Imported: Yes Format: Controlled by program Units: Text This is either None or the name of a defined bridge restrainer property that is used at the same location as the BearProp item at each girder. Field: BearElev Field is Imported: Yes Format: Coordinates (Structure Dimensions section of form) Units: Length This is the Global Z elevation of the bearings. Table: Bridge Object Definitions 08 - Hinges Field: HingeDist Page 242 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: BearAngle Field is Imported: Yes Format: Angles (Structure Dimensions section of form) Units: Degrees This is the rotation angle in degrees of the bearing local 3 axis from its default orientation that is parallel to the layout line. Field: ResPropSS Field is Imported: Yes Format: Controlled by program Units: Text This is either None or the name of a defined bridge restrainer property that is used in the superstructure at each girder. Field: ResElevSS Field is Imported: Yes Format: Coordinates (Structure Dimensions section of form) Units: Length This is the Global Z elevation of the superstructure restrainers. Field: DiaphBefore Field is Imported: Yes Format: Controlled by program Units: Text This is either None or the name of a defined bridge diaphragm property. It is the property of the diaphragm, if any, that occurs just before the hinge. Field: DiaphAfter Field is Imported: Yes Format: Controlled by program Units: Text This is either None or the name of a defined bridge diaphragm property. It is the property of the diaphragm, if any, that occurs just after the hinge. Table: Bridge Object Definitions 09 - Super Elevation 1 - General Field: BridgeObj Field is Imported: Yes Format: Controlled by program Units: Text The name of a bridge object. Table: Bridge Object Definitions 09 - Super Elevation 1 - General Field: BearAngle Page 243 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: IsConstant Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the superelevation of the bridge object along the specified bridge object is constant. Otherwise it is No. Field: SuperElev Field is Imported: Yes Format: Controlled by program Units: Percent The constant superelevation for the bridge object along the specified bridge object. This item only applies when the IsConstant item is Yes. Table: Bridge Object Definitions 10 - Super Elevation 2 - User Field: BridgeObj Field is Imported: Yes Format: Controlled by program Units: Text The name of a bridge object. Field: Station Field is Imported: Yes Format: Absolute Distance (Structure Dimensions section of form) Units: Length A station along the specified bridge object. Field: SuperElev Field is Imported: Yes Format: Controlled by program Units: Percent The superelevation for the bridge object at the specified station. Table: Bridge Object Definitions 10 - Super Elevation 2 - User Field: IsConstant Page 244 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Bridge Object Definitions 11 - Prestress 1 - General Field: BridgeObj Field is Imported: Yes Format: Controlled by program Units: Text The name of a bridge object. Field: Tendon Field is Imported: Yes Format: Controlled by program Units: Text The name of the tendon. Field: LoadName Field is Imported: Yes Format: Controlled by program Units: Text The name of the load pattern to which the prestress loads for this tendon are applied. Field: StartSpan Field is Imported: Yes Format: Controlled by program Units: Text The name of the span where the tendon starts. Field: StartType Field is Imported: Yes Format: Controlled by program Units: Text This is either Start of Span or User Definition indicating the start location of the tendon in the start span. If this item is User Definition then the start location is specified by the StartDist item. Field: StartDist Field is Imported: Yes Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance from the start of the specified span to the start of the tendon. This item only applies when the StartType item is User Definition. Table: Bridge Object Definitions 11 - Prestress 1 - General Field: BridgeObj Page 245 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: EndSpan Field is Imported: Yes Format: Controlled by program Units: Text The name of the span where the tendon ends. Field: EndType Field is Imported: Yes Format: Controlled by program Units: Text This is either End of Span or User Definition indicating the end location of the tendon in the end span. If this item is User Definition then the end location is specified by the EndDist item. Field: EndDist Field is Imported: Yes Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance from the start of the specified span to the end of the tendon. This item only applies when the EndType item is User Definition. Field: PreType Field is Imported: Yes Format: Controlled by program Units: Text This is either Prestress or Post Tension indicating the prestress type. Field: JackFrom Field is Imported: Yes Format: Controlled by program Units: Text This is either Start, End or Both indicating where the jacking occurs. Field: Material Field is Imported: Yes Format: Controlled by program Units: Text The name of the steel-type material property associated with the tendon. Table: Bridge Object Definitions 11 - Prestress 1 - General Field: EndSpan Page 246 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: TendonArea Field is Imported: Yes Format: Area (Section Dimensions section of form) Units: Length2 The cross-sectional area of the tendon. Field: LoadType Field is Imported: Yes Format: Controlled by program Units: Text This is either Force or Stress indicating the type of tendon load specified. Field: Force Field is Imported: Yes Format: Force (Forces section of form) Units: Force The tendon force. This item only applies when the LoadType item is Force. Field: Stress Field is Imported: Yes Format: Force (Forces section of form) Units: Force The tendon stress. This item only applies when the LoadType item is Stress. Field: MaxDiscLen Field is Imported: Yes Format: Absolute Distance (Structure Dimensions section of form) Units: Length The maximum discretization length for the prestress tendon. Field: ModelAs Field is Imported: Yes Format: Controlled by program Units: Text This is either Loads or Elements indicating how the prestress tendon is modeled in the analysis model. Field: Curvature Field is Imported: Yes Format: Controlled by program Units: Unitless The curvature coefficient used in calculating friction losses. Table: Bridge Object Definitions 11 - Prestress 1 - General Field: TendonArea Page 247 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Wobble Field is Imported: Yes Format: 1/Length (Miscellaneous section of form) Units: 1/Length The wobble coefficient used in calculating the wobble (length) effect portion of the friction losses. Field: LossAnchor Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The slip distance when the tendon is anchored. Field: LossEShort Field is Imported: Yes Format: Stress Input (Stresses section of form) Units: Force/Length2 The stress loss because of elastic shortening. When the tendoned is modeled using elements this loss is in addition to any loss calculated by analysis. Field: LossCreep Field is Imported: Yes Format: Stress Input (Stresses section of form) Units: Force/Length2 The stress loss because of concrete creep. When the tendoned is modeled using elements this loss is in addition to any loss calculated by analysis. Field: LossShrink Field is Imported: Yes Format: Stress Input (Stresses section of form) Units: Force/Length2 The stress loss because of concrete shrinkage. When the tendoned is modeled using elements this loss is in addition to any loss calculated by analysis. Table: Bridge Object Definitions 11 - Prestress 1 - General Field: Wobble Page 248 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: LossSRelax Field is Imported: Yes Format: Stress Input (Stresses section of form) Units: Force/Length2 The stress loss because of prestressing steel relaxation. When the tendoned is modeled using elements this loss is in addition to any loss calculated by analysis. Field: TendonObj Field is Imported: Yes Format: Controlled by program Units: Text The name of the tendon object that was created by the program to represent the specified bridge tendon in the object based model. This item is only applicable when a linked bridge object exists. The user should not modify this item. It should always be set by the program. Field: DuctDiam Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The diameter of the tendon duct. Zero means no duct exists. Field: BondType Field is Imported: Yes Format: Controlled by program Units: Text This is either Bonded or Unbonded indicating the tendon bonding type. Table: Bridge Object Definitions 12 - Prestress 2 - Vertical Layout Field: BridgeObj Field is Imported: Yes Format: Controlled by program Units: Text The name of a bridge object. Table: Bridge Object Definitions 12 - Prestress 2 - Vertical Layout Field: LossSRelax Page 249 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Tendon Field is Imported: Yes Format: Controlled by program Units: Text The name of the tendon. Field: SegType Field is Imported: Yes Format: Controlled by program Units: Text The segment type for the specified segment of the tendon. This is one of the following: Start of Tendon Linear to End of Tendon Linear Parabola Intermediate Point Parabola End Point Parabola End Point and Initial Slope Parabola End Point and Final Slope. Field: TendonDist Field is Imported: Yes Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance from the start of the tendon to the end of the specified tendon segment. Field: VertOff Field is Imported: Yes Format: Absolute Distance (Structure Dimensions section of form) Units: Length The vertical offset of the tendon from the bridge section reference point at the specified tendon distance. Field: Slope Field is Imported: Yes Format: Controlled by program Units: Unitless The slope of the tendon at either the beginning (initial) of the tendon segment or the end (final) of the tendon segment, as specified by the SegType item. This item only applies when the SegType item is either Parabola End Point and Initial Slope or Parabola End Point and Final Slope. Table: Bridge Object Definitions 12 - Prestress 2 - Vertical Layout Field: Tendon Page 250 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Bridge Object Definitions 13 - Prestress 3 - Horizontal Layout Field: BridgeObj Field is Imported: Yes Format: Controlled by program Units: Text The name of a bridge object. Field: Tendon Field is Imported: Yes Format: Controlled by program Units: Text The name of the tendon. Field: SegType Field is Imported: Yes Format: Controlled by program Units: Text The segment type for the specified segment of the tendon. This is one of the following: Start of Tendon Linear to End of Tendon Linear Parabola Intermediate Point Parabola End Point Parabola End Point and Initial Slope Parabola End Point and Final Slope. Field: TendonDist Field is Imported: Yes Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance from the start of the tendon to the end of the specified tendon segment. Field: HorizOff Field is Imported: Yes Format: Absolute Distance (Structure Dimensions section of form) Units: Length The horizontal offset of the tendon from the bridge section reference point at the specified tendon distance. Table: Bridge Object Definitions 13 - Prestress 3 - Horizontal Layout Field: BridgeObj Page 251 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Slope Field is Imported: Yes Format: Controlled by program Units: Unitless The slope of the tendon at either the beginning (initial) of the tendon segment or the end (final) of the tendon segment, as specified by the SegType item. This item only applies when the SegType item is either Parabola End Point and Initial Slope or Parabola End Point and Final Slope. Table: Bridge Object Definitions 14 - Diaphragms Field: BridgeObj Field is Imported: Yes Format: Controlled by program Units: Text The name of a bridge object. Field: SpanName Field is Imported: Yes Format: Controlled by program Units: Text The name of a span in the specified bridge object. Field: DiaphProp Field is Imported: Yes Format: Controlled by program Units: Text The name of a bridge diaphragm property. Field: DiaphDist Field is Imported: Yes Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance from the start of the specified span to the diaphragm location. Field: DiaphBrg Field is Imported: Yes Format: Controlled by program Units: Text The bearing of the diaphragm, that is the bearing of a line parallel to the diaphragm. Table: Bridge Object Definitions 14 - Diaphragms Field: Slope Page 252 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation In a valid bearing the first character is either N or S and the last character is either E or W. N, S, E and W signify North, South, East and West respectively. The second through second-to-last characters specify an angle between 0 and 90 degrees, inclusive. The angle is specified as an integer number of degrees followed by an integer number of minutes followed by a real number of seconds. The minutes and the seconds must each be less than 60. The degrees can not exceed 90, and, if either the minutes or seconds is nonzero then the degrees can not exceed 89. Examples of valid bearings are N624329E, N62*43'29"E, N62E, S070403W, S07*04'03"W, S7*4'3"W, S7W, S074W, S07043W, N243627.25W, and N24*36'27.25"W. Bearings can also be specified as Default or DefaultX where x is a positive or negative number indicating the angle in degrees that the bearing is different from the default bearing. Table: Bridge Object Definitions 15 - Update Data Field: BridgeObj Field is Imported: Yes Format: Controlled by program Units: Text The name of a bridge object. Field: MaxDiscDeck Field is Imported: Yes Format: Absolute Distance (Structure Dimensions section of form) Units: Length The maximum discretized segment length for objects creating the deck span. Field: MaxDiscBeam Field is Imported: Yes Format: Absolute Distance (Structure Dimensions section of form) Units: Length The maximum discretized segment length for line objects (frames) creating the bent cap beams. Table: Bridge Object Definitions 15 - Update Data Field: BridgeObj Page 253 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: MaxDiscCol Field is Imported: Yes Format: Absolute Distance (Structure Dimensions section of form) Units: Length The maximum discretized segment length for line objects (frames) creating the bent columns. Field: ModelType Field is Imported: Yes Format: Controlled by program Units: Text This is either Frame, Area or Solid indicating the type of object used to create the bridge deck. Field: MaxElmMesh Field is Imported: Yes Format: Absolute Distance (Structure Dimensions section of form) Units: Length The maximum submesh size for elements of the bridge deck. This item only applies when either Area or Solid objects are used to create the deck span. Table: Bridge Object Definitions 16 - Discretization Points Field: BridgeObj Field is Imported: Yes Format: Controlled by program Units: Text The name of a bridge object. Field: SpanName Field is Imported: Yes Format: Controlled by program Units: Text The name of a span in the specified bridge object. Field: Distance Field is Imported: Yes Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance from the start of the specified span to the discretization point location. Table: Bridge Object Definitions 16 - Discretization Points Field: MaxDiscCol Page 254 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Bearing Field is Imported: Yes Format: Controlled by program Units: Text The bearing of the mesh line across the bridge at the discretization point. In a valid bearing the first character is either N or S and the last character is either E or W. N, S, E and W signify North, South, East and West respectively. The second through second-to-last characters specify an angle between 0 and 90 degrees, inclusive. The angle is specified as an integer number of degrees followed by an integer number of minutes followed by a real number of seconds. The minutes and the seconds must each be less than 60. The degrees can not exceed 90, and, if either the minutes or seconds is nonzero then the degrees can not exceed 89. Examples of valid bearings are N624329E, N62*43'29"E, N62E, S070403W, S07*04'03"W, S7*4'3"W, S7W, S074W, S07043W, N243627.25W, and N24*36'27.25"W. Bearings can also be specified as Default or DefaultX where x is a positive or negative number indicating the angle in degrees that the bearing is different from the default bearing. Table: Bridge Object Definitions 17 - Abutment Overwrites Field: BridgeObj Field is Imported: Yes Format: Controlled by program Units: Text The name of a bridge object. Field: Location Field is Imported: Yes Format: Controlled by program Units: Text This item is either Start or End indicating the abutment location to which the overwrites apply. Field: GirderNum Field is Imported: Yes Format: Controlled by program Units: Unitless The girder number to which the overwrite applies. Table: Bridge Object Definitions 17 - Abutment Overwrites Field: Bearing Page 255 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: BearProp Field is Imported: Yes Format: Controlled by program Units: Text This field is blank if there is no overwrite. Otherwise it is the name of a bridge bearing property. Field: BearResProp Field is Imported: Yes Format: Controlled by program Units: Text This field is blank if there is no overwrite. Otherwise it is either None or the name of a defined bridge restrainer property that is located at the bearing. Field: BearElev Field is Imported: Yes Format: Coordinates (Structure Dimensions section of form) Units: Length This field is blank if there is no overwrite. Otherwise it is actual global Z elevation of the bearing. Field: BearAngle Field is Imported: Yes Format: Angles (Structure Dimensions section of form) Units: Degrees This field is blank if there is no overwrite. Otherwise it is the rotation angle in degrees of the bearing local 3 axis from its default orientation that is parallel to the layout line. Field: FSProp Field is Imported: Yes Format: Controlled by program Units: Text This field is blank if there is no overwrite. Otherwise it is the name of a foundation spring. This overwrite only applies to discrete foundation springs; it does not apply under continuous beams. Table: Bridge Object Definitions 17 - Abutment Overwrites Field: BearProp Page 256 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Bridge Object Definitions 18 - Bent Bearing Overwrites Field: BridgeObj Field is Imported: Yes Format: Controlled by program Units: Text The name of a bridge object. Field: SpanName Field is Imported: Yes Format: Controlled by program Units: Text The name of a span in the specified bridge object. Field: Location Field is Imported: Yes Format: Controlled by program Units: Text This item is either Before or After indicating the bearing line location to which the overwrites apply. Before applies at bents with both 1 and 2 bearing lines. After only applies at bents with 1 line. Use Before at bents with one bearing line. Field: GirderNum Field is Imported: Yes Format: Controlled by program Units: Unitless The girder number to which the overwrite applies. Field: BearProp Field is Imported: Yes Format: Controlled by program Units: Text This field is blank if there is no overwrite. Otherwise it is the name of a bridge bearing property. Table: Bridge Object Definitions 18 - Bent Bearing Overwrites Field: BridgeObj Page 257 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: BearResProp Field is Imported: Yes Format: Controlled by program Units: Text This field is blank if there is no overwrite. Otherwise it is either None or the name of a defined bridge restrainer property that is located at the bearing. Field: BearElev Field is Imported: Yes Format: Coordinates (Structure Dimensions section of form) Units: Length This field is blank if there is no overwrite. Otherwise it is actual global Z elevation of the bearing. Field: BearAngle Field is Imported: Yes Format: Angles (Structure Dimensions section of form) Units: Degrees This field is blank if there is no overwrite. Otherwise it is the rotation angle in degrees of the bearing local 3 axis from its default orientation that is parallel to the layout line. Table: Bridge Object Definitions 19 - Bent Superstructure Overwrites Field: BridgeObj Field is Imported: Yes Format: Controlled by program Units: Text The name of a bridge object. Field: SpanName Field is Imported: Yes Format: Controlled by program Units: Text The name of a span in the specified bridge object. Field: GirderNum Field is Imported: Yes Format: Controlled by program Units: Unitless The girder number to which the overwrite applies. Table: Bridge Object Definitions 19 - Bent Superstructure Overwrites Field: BearResProp Page 258 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ResPropSS Field is Imported: Yes Format: Controlled by program Units: Text This field is blank if there is no overwrite. Otherwise it is either None or the name of a defined bridge restrainer property. Field: ResElevSS Field is Imported: Yes Format: Coordinates (Structure Dimensions section of form) Units: Length This field is blank if there is no overwrite. Otherwise it is actual global Z elevation of the restrainer. Table: Bridge Object Definitions 20 - Hinge Overwrites Field: BridgeObj Field is Imported: Yes Format: Controlled by program Units: Text The name of a bridge object. Field: SpanName Field is Imported: Yes Format: Controlled by program Units: Text The name of a span in the specified bridge object. Field: HingeDist Field is Imported: Yes Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance from the start of the considered span to the considered hinge. Field: GirderNum Field is Imported: Yes Format: Controlled by program Units: Unitless The girder number to which the overwrite applies. Table: Bridge Object Definitions 20 - Hinge Overwrites Field: ResPropSS Page 259 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: BearProp Field is Imported: Yes Format: Controlled by program Units: Text This field is blank if there is no overwrite. Otherwise it is the name of a bridge bearing property. Field: BearResProp Field is Imported: Yes Format: Controlled by program Units: Text This field is blank if there is no overwrite. Otherwise it is either None or the name of a defined bridge restrainer property that is located at the bearing. Field: BearElev Field is Imported: Yes Format: Coordinates (Structure Dimensions section of form) Units: Length This field is blank if there is no overwrite. Otherwise it is actual global Z elevation of the bearing. Field: BearAngle Field is Imported: Yes Format: Angles (Structure Dimensions section of form) Units: Degrees This field is blank if there is no overwrite. Otherwise it is the rotation angle in degrees of the bearing local 3 axis from its default orientation that is parallel to the layout line. Field: ResPropSS Field is Imported: Yes Format: Controlled by program Units: Text This field is blank if there is no overwrite. Otherwise it is either None or the name of a defined bridge restrainer property. Field: ResElevSS Field is Imported: Yes Format: Coordinates (Structure Dimensions section of form) Units: Length This field is blank if there is no overwrite. Otherwise it is actual global Z elevation of the restrainer. Table: Bridge Object Definitions 20 - Hinge Overwrites Field: BearProp Page 260 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Bridge Object Definitions 21 - Temperature Loads Field: BridgeObj Field is Imported: Yes Format: Controlled by program Units: Text The name of a bridge object. Field: SpanName Field is Imported: Yes Format: Controlled by program Units: Text The name of a span in the specified bridge object. Field: LoadPat Field is Imported: Yes Format: Controlled by program Units: Text The name of the load pattern to which the specified temperature load is applied. Field: Type Field is Imported: Yes Format: Controlled by program Units: Text This is either Uniform or Gradient indicating the type of temperature load. Field: Temp Field is Imported: Yes Format: Temperature Change (Forces section of form) Units: Temp The uniform temperature change for the temperature load. This item only applies when the Type item is Uniform. Field: TempGrad Field is Imported: Yes Format: Controlled by program Units: Text The name of the Bridge Temperature Gradient Definition for the temperature load. This item only applies when the Type item is Gradient. Table: Bridge Object Definitions 21 - Temperature Loads Field: BridgeObj Page 261 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: TempType Field is Imported: Yes Format: Controlled by program Units: Text This is either Positive or Negative indicating the type of temperature gradient assigned. This item only applies when the Type item is Gradient. Table: Bridge Parametric Variation Definitions Field: Variation Field is Imported: Yes Format: Controlled by program Units: Text The name of a bridge parametric variation. Field: PointNum Field is Imported: Yes Format: Controlled by program Units: Unitless The point number specified in the current record. Field: SegType Field is Imported: Yes Format: Controlled by program Units: Text This item is one of the following indicating the segment type and point type: Start of Span, Linear to End of Span, Linear, Parabola Intermediate Point, Parabola End Point, Parabola End Point and Initial Slope, Parabola End Point and Final Slope, Circular Arc Intermediate Point, Circular Arc End Point, Circular Arc End Point and Initial Slope, Circular Arc End Point and Final Slope. Field: Distance Field is Imported: Yes Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the start of a bridge span. Table: Bridge Parametric Variation Definitions Field: TempType Page 262 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: DimChange Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The dimension change at the current distance. Field: Slope Field is Imported: Yes Format: Controlled by program Units: Unitless The slope at the current distance. This item only applies when the SegType item is one of the following: Parabola End Point and Initial Slope, Parabola End Point and Final Slope, Circular Arc End Point and Initial Slope, Circular Arc End Point and Final Slope. Table: Bridge Preferences Field: NorthAngle Field is Imported: Yes Format: Angles (Structure Dimensions section of form) Units: Degrees The angle in degrees measured counterclockwise from the positive global X axis to the North direction. Field: MaxDiscCurv Field is Imported: Yes Format: Angles (Structure Dimensions section of form) Units: Degrees For curves in the layout line the maximum discretization angle in degrees. Table: Bridge Response Field: Displs Field is Imported: Yes Format: Controlled by program Units: Text The name of the group chosen for displacement output for all moving load load cases. If no displacement output is specified then this item is None. Table: Bridge Preferences Field: DimChange Page 263 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Reactions Field is Imported: Yes Format: Controlled by program Units: Text The name of the group chosen for joint reaction output for all moving load load cases. If no joint reaction output is specified then this item is None. Field: Frames Field is Imported: Yes Format: Controlled by program Units: Text The name of the group chosen for frame force output for all moving load load cases. If no frame force output is specified then this item is None. Field: ShellRes Field is Imported: Yes Format: Controlled by program Units: Text The name of the group chosen for shell resultant output for all moving load load cases. If no shell resultant output is specified then this item is None. Field: ShellStr Field is Imported: Yes Format: Controlled by program Units: Text The name of the group chosen for shell stress output for all moving load load cases. If no shell stress output is specified then this item is None. Field: PlnAsoStr Field is Imported: Yes Format: Controlled by program Units: Text The name of the group chosen for plane and asolid stress output for all moving load load cases. If no plane and asolid stress output is specified then this item is None. Field: SolidStr Field is Imported: Yes Format: Controlled by program Units: Text The name of the group chosen for solid stress output for all moving load load cases. If no solid stress output is specified then this item is None. Table: Bridge Response Field: Reactions Page 264 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: LinkFD Field is Imported: Yes Format: Controlled by program Units: Text The name of the group chosen for link force and deformation output for all moving load load cases. If no link force and deformation output is specified then this item is None. Field: DisplsC Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if corresponding values are calculated for displacements. Otherwise it is No. Field: ReactionsC Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if corresponding values are calculated for reactions. Otherwise it is No. Field: FramesC Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if corresponding values are calculated for frame forces. Otherwise it is No. Field: ShellResC Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if corresponding values are calculated for shell resultants. Otherwise it is No. Field: ShellStrC Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if corresponding values are calculated for shell stresses. Otherwise it is No. Table: Bridge Response Field: LinkFD Page 265 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: PlnAsoStrC Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if corresponding values are calculated for plane and asolid stresses. Otherwise it is No. Field: SolidStrC Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if corresponding values are calculated for solid stresses. Otherwise it is No. Field: LinkFDC Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if corresponding values are calculated for link forces and deformations. Otherwise it is No. Field: CalcMethod Field is Imported: Yes Format: Controlled by program Units: Text This item is either Exact or it is a positive integer. A positive integer means that the Quick calculation method is used, and the integer specifies the refinement level. Field: AllowReduce Field is Imported: Yes Format: Controlled by program Units: Yes/No This item applies to all vehicles. It is Yes if the load from a vehicle is allowed to reduce the severity of the response. Otherwise it is No. The default and recommended value is No. Table: Bridge Response Field: PlnAsoStrC Page 266 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Bridge Restrainer Definitions Field: Restrainer Field is Imported: Yes Format: Controlled by program Units: Text The name of a bridge restrainer property. Field: Type Field is Imported: Yes Format: Controlled by program Units: Text The item is either Link or User indicating how the restrainer properties are specified. Link means that the properties are described by specifying a link property. User means that the restrainer length, area, modulus of elasticity and slack length is specified. Field: LinkProp Field is Imported: Yes Format: Controlled by program Units: Text The name of a link property. This item only applies if the Type item is Link. Field: Length Field is Imported: Yes Format: Absolute Distance (Structure Dimensions section of form) Units: Length The length of the restrainer. This item only applies if the Type item is User. Field: Area Field is Imported: Yes Format: Area (Section Dimensions section of form) Units: Length2 The cross sectional area of the restrainer. This item only applies if the Type item is User. Field: E Field is Imported: Yes Format: Stress Input (Stresses section of form) Units: Force/Length2 The modulus of elasticity of the restrainer. This item only applies if the Type item is User. Table: Bridge Restrainer Definitions Field: Restrainer Page 267 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Slack Field is Imported: Yes Format: Absolute Distance (Structure Dimensions section of form) Units: Length The slack length of the restrainer. This item only applies if the Type item is User. This is the distance the structure moves before the slack, if any, is removed from the restrainer. Table: Bridge Section Cuts 01 - General Field: BridgeObj Field is Imported: Yes Format: Controlled by program Units: Text The name of a bridge object. Field: SectCutNum Field is Imported: Yes Format: Controlled by program Units: Unitless The unique number of a program-generated bridge object section cut. Field: Distance Field is Imported: Yes Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance from the start of the bridge object to the section cut location. Field: LocType Field is Imported: Yes Format: Controlled by program Units: Text This is either Before or After indicating the section cut is either just before or just after the specified distance. Field: IsHinge Field is Imported: Yes Format: Controlled by program Units: Yes/No This is Yes if a hinge occurs at the specified distance. Otherwise it is No. Table: Bridge Section Cuts 01 - General Field: Slack Page 268 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: XGlobal Field is Imported: Yes Format: Coordinates (Structure Dimensions section of form) Units: Length Global X coordinate of the section cut output point for the entire bridge section. Field: YGlobal Field is Imported: Yes Format: Coordinates (Structure Dimensions section of form) Units: Length Global Y coordinate of the section cut output point for the entire bridge section. Field: ZGlobal Field is Imported: Yes Format: Coordinates (Structure Dimensions section of form) Units: Length Global Z coordinate of the section cut output point for the entire bridge section. Field: Section Field is Imported: Yes Format: Controlled by program Units: Text The name of the frame section property associated with the section cut for the entire bridge section. Field: Xcg Field is Imported: Yes Format: Absolute Distance (Structure Dimensions section of form) Units: Length The X coordinate of the section center of gravity in the bridge section local coordinate system. Field: Ycg Field is Imported: Yes Format: Absolute Distance (Structure Dimensions section of form) Units: Length The Y coordinate of the section center of gravity in the bridge section local coordinate system. Table: Bridge Section Cuts 01 - General Field: XGlobal Page 269 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: NumGirders Field is Imported: Yes Format: Controlled by program Units: Unitless The number of girders for which force output data is provided. Note that for spine model bridges this item is always zero. Field: DirCosX1 Field is Imported: Yes Format: Controlled by program Units: Unitless The direction cosine for the global X axis relative to the bridge section cut local 1 axis. Field: DirCosX2 Field is Imported: Yes Format: Controlled by program Units: Unitless The direction cosine for the global X axis relative to the bridge section cut local 2 axis. Field: DirCosX3 Field is Imported: Yes Format: Controlled by program Units: Unitless The direction cosine for the global X axis relative to the bridge section cut local 3 axis. Field: DirCosY1 Field is Imported: Yes Format: Controlled by program Units: Unitless The direction cosine for the global Y axis relative to the bridge section cut local 1 axis. Field: DirCosY2 Field is Imported: Yes Format: Controlled by program Units: Unitless The direction cosine for the global Y axis relative to the bridge section cut local 2 axis. Field: DirCosY3 Field is Imported: Yes Format: Controlled by program Units: Unitless The direction cosine for the global Y axis relative to the bridge section cut local 3 axis. Table: Bridge Section Cuts 01 - General Field: NumGirders Page 270 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: DirCosZ1 Field is Imported: Yes Format: Controlled by program Units: Unitless The direction cosine for the global Z axis relative to the bridge section cut local 1 axis. Field: DirCosZ2 Field is Imported: Yes Format: Controlled by program Units: Unitless The direction cosine for the global Z axis relative to the bridge section cut local 2 axis. Field: DirCosZ3 Field is Imported: Yes Format: Controlled by program Units: Unitless The direction cosine for the global Z axis relative to the bridge section cut local 3 axis. Table: Bridge Section Cuts 02 - Groups Field: BridgeObj Field is Imported: Yes Format: Controlled by program Units: Text The name of a bridge object. Field: SectCutNum Field is Imported: Yes Format: Controlled by program Units: Unitless The unique number of a program-generated bridge object section cut. Field: ObjectType Field is Imported: Yes Format: Controlled by program Units: Text This is either Point, Line, Area, Solid or Link indicating the type of object specified. Table: Bridge Section Cuts 02 - Groups Field: DirCosZ1 Page 271 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ObjectName Field is Imported: Yes Format: Controlled by program Units: Text The name of a point, line, area, solid or link object. Table: Bridge Section Cuts 03 - Stress Points Field: BridgeObj Field is Imported: Yes Format: Controlled by program Units: Text The name of a bridge object. Field: SectCutNum Field is Imported: Yes Format: Controlled by program Units: Unitless The unique number of a program-generated bridge object section cut. Field: PointLoc Field is Imported: Yes Format: Controlled by program Units: Text This is either Top Left, Top Center, Top Right, Bottom Left, Bottom Center, or Bottom Right indicating the location of the considered stress point. Field: X Field is Imported: Yes Format: Coordinates (Structure Dimensions section of form) Units: Length The X coordinate of the stress point in the bridge section local coordinate system. Field: Y Field is Imported: Yes Format: Coordinates (Structure Dimensions section of form) Units: Length The Y coordinate of the stress point in the bridge section local coordinate system. Table: Bridge Section Cuts 03 - Stress Points Field: ObjectName Page 272 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ERatio Field is Imported: Yes Format: Controlled by program Units: Unitless The ratio of the modulus of elasticity of the bridge section base material divided by the modulus of elasticity of the bridge section material at the stress point. Table: Bridge Section Cuts 04 - Girder Data - General Field: BridgeObj Field is Imported: Yes Format: Controlled by program Units: Text The name of a bridge object. Field: SectCutNum Field is Imported: Yes Format: Controlled by program Units: Unitless The unique number of a program-generated bridge object section cut. Field: GirderNum Field is Imported: Yes Format: Controlled by program Units: Unitless Girder 1 is the left exterior girder, girder 2 is the first interior girder, and so on. Field: XGlobal Field is Imported: Yes Format: Coordinates (Structure Dimensions section of form) Units: Length Global X coordinate of the girder section cut output point. Field: YGlobal Field is Imported: Yes Format: Coordinates (Structure Dimensions section of form) Units: Length Global Y coordinate of the girder section cut output point. Table: Bridge Section Cuts 04 - Girder Data - General Field: ERatio Page 273 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ZGlobal Field is Imported: Yes Format: Coordinates (Structure Dimensions section of form) Units: Length Global Z coordinate of the girder section cut output point. Table: Bridge Section Cuts 05 - Girder Data - Groups Field: BridgeObj Field is Imported: Yes Format: Controlled by program Units: Text The name of a bridge object. Field: SectCutNum Field is Imported: Yes Format: Controlled by program Units: Unitless The unique number of a program-generated bridge object section cut. Field: GirderNum Field is Imported: Yes Format: Controlled by program Units: Unitless Girder 1 is the left exterior girder, girder 2 is the first interior girder, and so on. Field: ObjectType Field is Imported: Yes Format: Controlled by program Units: Text This is either Point, Line, Area, Solid or Link indicating the type of object specified. Field: ObjectName Field is Imported: Yes Format: Controlled by program Units: Text The name of a point, line, area, solid or link object. Table: Bridge Section Cuts 05 - Girder Data - Groups Field: ZGlobal Page 274 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Bridge Section Definitions 02 - Concrete Box Girder Field: Section Field is Imported: Yes Format: Controlled by program Units: Text Name of a bridge section. Field: ExtGirdType Field is Imported: Yes Format: Controlled by program Units: Text This is one of the following indicating the box girder exterior girder type: Vertical, Sloped, Clipped, Radius, MaxSloped and AASHTO-PCI-ASBI. Field: Material Field is Imported: Yes Format: Controlled by program Units: Text Name of the material property associated with the bridge section. Field: NumIntGird Field is Imported: Yes Format: Controlled by program Units: Unitless The number of interior girders in the bridge section. Field: TotalWidth Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The total width of the top slab of the bridge section. Field: TotalDepth Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The total depth of the bridge section. Table: Bridge Section Definitions 02 - Concrete Box Girder Field: Section Page 275 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ExtGRadClip Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length This item is the exterior girder radius or clip. It applies when the ExtGirdType item is Sloped, Radius, MaxSloped or AASHTO-PCI-ASBI. For an ExtGirdType of Sloped or MaxSloped or AASHTO-PCI-ASBI it is the horizontal distance from the outside face of the exterior girder just below the top slab to the outside face of the exterior girder at the bottom of the section. For an ExtGirdType of Radius it is the radius at the bottom of the exterior girder. When the ExtGirdType item is Sloped this item only applies to the left side of the box girder. In all other cases it applies to each side of the box girder. Field: ExtGClip2 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length This item only applies when the ExtGirdType item is Sloped. It is the horizontal distance from the outside face of the right exterior girder just below the top slab to the outside face of the right exterior girder at the bottom of the section. . Field: GirdVert Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the girders in the section are to remain vertical in area and solid object models when the section is superelevated. Otherwise it is No. Field: TopSlabThk Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The thickness of the bridge section top slab between the exterior girders (i.e., not including the overhangs). Table: Bridge Section Definitions 02 - Concrete Box Girder Field: ExtGRadClip Page 276 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: BotSlabThk Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The thickness of the bridge section bottom slab. Field: ExtGirdThk Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The thickness of the bridge section exterior girders. For sections with sloped exterior girders this is measured parallel to the top deck surface. Field: IntGirdThk Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The thickness of the bridge section interior girders. Field: LOLength Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The length of the top slab overhang on the left side of the section. Field: LOOuterThk Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The thickness of the top slab overhang on the left side of the section at the outer edge of the overhang. Field: ROLength Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The length of the top slab overhang on the right side of the section. Table: Bridge Section Definitions 02 - Concrete Box Girder Field: BotSlabThk Page 277 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ROOuterThk Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The thickness of the top slab overhang on the right side of the section at the outer edge of the overhang. Field: FHoriz1 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The horizontal dimension of fillet f1. Field: FHoriz2 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The horizontal dimension of fillet f2. Field: FHoriz3 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The horizontal dimension of fillet f3. Field: FHoriz4 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The horizontal dimension of fillet f4. Field: FHoriz5 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The horizontal dimension of fillet f5. Field: FHoriz6 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The horizontal dimension of fillet f6. Table: Bridge Section Definitions 02 - Concrete Box Girder Field: ROOuterThk Page 278 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: FHoriz7 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The horizontal dimension of fillet f7. Field: FHoriz8 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The horizontal dimension of fillet f8. Field: FHoriz9 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The horizontal dimension of fillet f9. Field: FVert1 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The vertical dimension of fillet f1. Field: FVert2 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The vertical dimension of fillet f2. Field: FVert3 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The vertical dimension of fillet f3. Field: FVert4 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The vertical dimension of fillet f4. Table: Bridge Section Definitions 02 - Concrete Box Girder Field: FHoriz7 Page 279 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: FVert5 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The vertical dimension of fillet f5. Field: FVert6 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The vertical dimension of fillet f6. Field: FVert7 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The vertical dimension of fillet f7. Field: FVert8 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The vertical dimension of fillet f8. Field: FVert9 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The vertical dimension of fillet f9. Field: CurbLeft Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The distance from the left edge of the bridge deck to the inside edge of the left live load curb. Table: Bridge Section Definitions 02 - Concrete Box Girder Field: FVert5 Page 280 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: CurbRight Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The distance from the right edge of the bridge deck to the inside edge of the right live load curb. Field: CurbMedian Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The distance from the left edge of the bridge deck to the centerline of the median live load curb. Field: CurbMWidth Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The width of the median live load curb. Field: RefPtOffX Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The bridge section local coordinate system X direction offset from the the bridge section reference point to the insertion point. Field: RefPtOffY Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The bridge section local coordinate system Y direction offset from the the bridge section reference point to the insertion point. Field: DsgnTopDis Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The distance from the top of the bridge section to the horizontal cut line that defines the top slab area. Table: Bridge Section Definitions 02 - Concrete Box Girder Field: CurbRight Page 281 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: DsgnBotDis Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The distance from the bottom of the bridge section to the horizontal cut line that defines the bottom slab area. Table: Bridge Section Definitions 03 - Concrete Tee Beam Field: Section Field is Imported: Yes Format: Controlled by program Units: Text Name of a bridge section. Field: Material Field is Imported: Yes Format: Controlled by program Units: Text Name of the material property associated with the bridge section. Field: NumIntGird Field is Imported: Yes Format: Controlled by program Units: Unitless The number of interior girders in the bridge section. Field: TotalWidth Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The total width of the top slab of the bridge section. Field: TotalDepth Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The total depth of the bridge section. Table: Bridge Section Definitions 03 - Concrete Tee Beam Field: DsgnBotDis Page 282 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: GirdVert Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the girders in the section are to remain vertical in area and solid object models when the section is superelevated. Otherwise it is No. Field: TopSlabThk Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The thickness of the bridge section top slab between the exterior girders (i.e., not including the overhangs). Field: ExtGDpAbvF Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The depth of the bridge section exterior girder above the flare (measured from the bottom of the top slab to the top of the flare). Field: ExtGDpOfF Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The depth of the bridge section exterior girder flare. Field: ExtGThAbvF Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The thickness of the bridge section exterior girder above the flare. Field: ExtGThBlwF Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The thickness of the bridge section exterior girder below the flare. Table: Bridge Section Definitions 03 - Concrete Tee Beam Field: GirdVert Page 283 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: IntGDpAbvF Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The depth of the bridge section interior girder above the flare (measured from the bottom of the top slab to the top of the flare). Field: IntGDpOfF Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The depth of the bridge section interior girder flare. Field: IntGThAbvF Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The thickness of the bridge section interior girder above the flare. Field: IntGThBlwF Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The thickness of the bridge section interior girder below the flare. Field: LOLength Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The length of the top slab overhang on the left side of the section. Field: LOOuterThk Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The thickness of the top slab overhang on the left side of the section at the outer edge of the overhang. Table: Bridge Section Definitions 03 - Concrete Tee Beam Field: IntGDpAbvF Page 284 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ROLength Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The length of the top slab overhang on the right side of the section. Field: ROOuterThk Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The thickness of the top slab overhang on the right side of the section at the outer edge of the overhang. Field: FHoriz1 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The horizontal dimension of fillet f1. Field: FHoriz2 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The horizontal dimension of fillet f2. Field: FHoriz3 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The horizontal dimension of fillet f3. Field: FHoriz4 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The horizontal dimension of fillet f4. Field: FVert1 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The vertical dimension of fillet f1. Table: Bridge Section Definitions 03 - Concrete Tee Beam Field: ROLength Page 285 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: FVert2 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The vertical dimension of fillet f2. Field: FVert3 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The vertical dimension of fillet f3. Field: FVert4 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The vertical dimension of fillet f4. Field: CurbLeft Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The distance from the left edge of the bridge deck to the inside edge of the left live load curb. Field: CurbRight Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The distance from the right edge of the bridge deck to the inside edge of the right live load curb. Field: CurbMedian Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The distance from the left edge of the bridge deck to the centerline of the median live load curb. Table: Bridge Section Definitions 03 - Concrete Tee Beam Field: FVert2 Page 286 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: CurbMWidth Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The width of the median live load curb. Field: RefPtOffX Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The bridge section local coordinate system X direction offset from the the bridge section reference point to the insertion point. Field: RefPtOffY Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The bridge section local coordinate system Y direction offset from the the bridge section reference point to the insertion point. Table: Bridge Section Definitions 04 - Concrete Flat Slab Field: Section Field is Imported: Yes Format: Controlled by program Units: Text Name of a bridge section. Field: Material Field is Imported: Yes Format: Controlled by program Units: Text Name of the material property associated with the bridge section. Field: TotalWidth Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The total width of the top slab of the bridge section. Table: Bridge Section Definitions 04 - Concrete Flat Slab Field: CurbMWidth Page 287 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: TotalDepth Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The total depth of the bridge section. Field: LOLength Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The length of the top slab overhang on the left side of the section. Field: LOOuterThk Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The thickness of the top slab overhang on the left side of the section at the outer edge of the overhang. Field: ROLength Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The length of the top slab overhang on the right side of the section. Field: ROOuterThk Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The thickness of the top slab overhang on the right side of the section at the outer edge of the overhang. Field: FHoriz1 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The horizontal dimension of fillet f1. Table: Bridge Section Definitions 04 - Concrete Flat Slab Field: TotalDepth Page 288 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: FHoriz2 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The horizontal dimension of fillet f2. Field: CurbLeft Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The distance from the left edge of the bridge deck to the inside edge of the left live load curb. Field: CurbRight Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The distance from the right edge of the bridge deck to the inside edge of the right live load curb. Field: CurbMedian Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The distance from the left edge of the bridge deck to the centerline of the median live load curb. Field: CurbMWidth Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The width of the median live load curb. Field: RefPtOffX Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The bridge section local coordinate system X direction offset from the the bridge section reference point to the insertion point. Table: Bridge Section Definitions 04 - Concrete Flat Slab Field: FHoriz2 Page 289 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: RefPtOffY Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The bridge section local coordinate system Y direction offset from the the bridge section reference point to the insertion point. Table: Bridge Section Definitions 05 - Steel Girders 1 - General Field: Section Field is Imported: Yes Format: Controlled by program Units: Text Name of a bridge section. Field: Material Field is Imported: Yes Format: Controlled by program Units: Text Name of the material property associated with the concrete deck of the bridge section. Field: NumIntGird Field is Imported: Yes Format: Controlled by program Units: Unitless The number of interior girders in the bridge section. Field: TotalWidth Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The total width of the top slab of the bridge section. Field: GirdLayout Field is Imported: Yes Format: Controlled by program Units: Text This is either 'Along Layout Line' or 'Straight' indicating how the girders are laid out. This options allows straight girders on a curved bridge. Table: Bridge Section Definitions 05 - Steel Girders 1 - General Field: RefPtOffY Page 290 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: DiffSpacing Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the spacing between beams is not constant. It is No if all spaces between beams are the same. Field: DiffHaunch Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the concrete haunch height above the girder is not the same for all girders. Otherwise it is No. Field: DiffSection Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the frame section property is not the same for all girders. Otherwise it is No. Field: TopSlabThk Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The thickness of the bridge section top slab (not including the overhangs). Field: HaunchHSame Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The height of the concrete haunch above the girder when all girders have the same concrete haunch height. This item only applies when the DiffHaunch item is No.If the DiffHaunch item is Yes then the haunch heights are provided in a separate table. Field: GirdSecSame Field is Imported: Yes Format: Controlled by program Units: Text The girder frame section property when all girders have the same property. This item only applies when the DiffSection item is No.If the DiffSection item is Yes then the girder frame section properties are provided in a separate table. Table: Bridge Section Definitions 05 - Steel Girders 1 - General Field: DiffSpacing Page 291 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: GirdAreaObj Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the girders in area object models are to be modeled using area objects. This item is No if the girders in area object models are to be modeled using frame objects. Field: FlangeMesh Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length This item only applies when the GirdAreaObj item is Yes. It is the maximum width of a meshed element in the girder flange. Field: WebMesh Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length This item only applies when the GirdAreaObj item is Yes. It is the maximum height of a meshed element in the girder web. Field: LOLength Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The length of the top slab overhang on the left side of the section. Field: LOFillDist Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The distance from the center of the left exterior girder to fillet f1 on the left side of the section. Field: LOOuterThk Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The thickness of the top slab overhang on the left side of the section at the outer edge of the overhang. Table: Bridge Section Definitions 05 - Steel Girders 1 - General Field: GirdAreaObj Page 292 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ROLength Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The length of the top slab overhang on the right side of the section. Field: ROFillDist Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The distance from the center of the right exterior girder to fillet f2 on the right side of the section. Field: ROOuterThk Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The thickness of the top slab overhang on the right side of the section at the outer edge of the overhang. Field: FHoriz1 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The horizontal dimension of fillet f1. Field: FHoriz2 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The horizontal dimension of fillet f2. Field: CurbLeft Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The distance from the left edge of the bridge deck to the inside edge of the left live load curb. Table: Bridge Section Definitions 05 - Steel Girders 1 - General Field: ROLength Page 293 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: CurbRight Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The distance from the right edge of the bridge deck to the inside edge of the right live load curb. Field: CurbMedian Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The distance from the left edge of the bridge deck to the centerline of the median live load curb. Field: CurbMWidth Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The width of the median live load curb. Field: RefPtOffX Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The bridge section local coordinate system X direction offset from the the bridge section reference point to the insertion point. Field: RefPtOffY Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The bridge section local coordinate system Y direction offset from the the bridge section reference point to the insertion point. Table: Bridge Section Definitions 06 - Steel Girders 2 - Spacing Field: Section Field is Imported: Yes Format: Controlled by program Units: Text Name of a bridge section. Table: Bridge Section Definitions 06 - Steel Girders 2 - Spacing Field: CurbRight Page 294 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: SpaceNum Field is Imported: Yes Format: Controlled by program Units: Unitless The girder space number starting from the left side of the section. Field: Spacing Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The center of girder to center of girder distance for the specified space. Table: Bridge Section Definitions 07 - Steel Girders 3 - Haunches Field: Section Field is Imported: Yes Format: Controlled by program Units: Text Name of a bridge section. Field: GirderNum Field is Imported: Yes Format: Controlled by program Units: Unitless Girder 1 is the left exterior girder, girder 2 is the first interior girder, and so on. Field: HaunchHt Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The height of the concrete haunch above the specified girder. Table: Bridge Section Definitions 08 - Steel Girders 4 - Sections Field: Section Field is Imported: Yes Format: Controlled by program Units: Text Name of a bridge section. Table: Bridge Section Definitions 07 - Steel Girders 3 - Haunches Field: SpaceNum Page 295 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: GirderNum Field is Imported: Yes Format: Controlled by program Units: Unitless Girder 1 is the left exterior girder, girder 2 is the first interior girder, and so on. Field: GirderSect Field is Imported: Yes Format: Controlled by program Units: Text The frame section property for the specified girder. Table: Bridge Section Definitions 09 - PCC I Girders 1 - General Field: Section Field is Imported: Yes Format: Controlled by program Units: Text Name of a bridge section. Field: Material Field is Imported: Yes Format: Controlled by program Units: Text Name of the material property associated with the concrete deck of the bridge section. Field: NumIntGird Field is Imported: Yes Format: Controlled by program Units: Unitless The number of interior girders in the bridge section. Field: TotalWidth Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The total width of the top slab of the bridge section. Table: Bridge Section Definitions 09 - PCC I Girders 1 - General Field: GirderNum Page 296 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: GirdLayout Field is Imported: Yes Format: Controlled by program Units: Text This is either 'Along Layout Line' or 'Straight' indicating how the girders are laid out. This options allows straight girders on a curved bridge. Field: DiffSpacing Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the spacing between beams is not constant. It is No if all spaces between beams are the same. Field: DiffHaunch Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the concrete haunch height above the girder is not the same for all girders. Otherwise it is No. Field: DiffSection Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the frame section property is not the same for all girders. Otherwise it is No. Field: TopSlabThk Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The thickness of the bridge section top slab (not including the overhangs). Field: HaunchHSame Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The height of the concrete haunch above the girder when all girders have the same concrete haunch height. This item only applies when the DiffHaunch item is No.If the DiffHaunch item is Yes then the haunch heights are provided in a separate table. Table: Bridge Section Definitions 09 - PCC I Girders 1 - General Field: GirdLayout Page 297 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: GirdSecSame Field is Imported: Yes Format: Controlled by program Units: Text The girder frame section property when all girders have the same property. This item only applies when the DiffSection item is No.If the DiffSection item is Yes then the girder frame section properties are provided in a separate table. Field: LOLength Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The length of the top slab overhang on the left side of the section. Field: LOFillDist Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The distance from the center of the left exterior girder to fillet f1 on the left side of the section. Field: LOOuterThk Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The thickness of the top slab overhang on the left side of the section at the outer edge of the overhang. Field: ROLength Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The length of the top slab overhang on the right side of the section. Field: ROFillDist Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The distance from the center of the right exterior girder to fillet f2 on the right side of the section. Table: Bridge Section Definitions 09 - PCC I Girders 1 - General Field: GirdSecSame Page 298 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ROOuterThk Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The thickness of the top slab overhang on the right side of the section at the outer edge of the overhang. Field: FHoriz1 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The horizontal dimension of fillet f1. Field: FHoriz2 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The horizontal dimension of fillet f2. Field: CurbLeft Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The distance from the left edge of the bridge deck to the inside edge of the left live load curb. Field: CurbRight Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The distance from the right edge of the bridge deck to the inside edge of the right live load curb. Field: CurbMedian Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The distance from the left edge of the bridge deck to the centerline of the median live load curb. Table: Bridge Section Definitions 09 - PCC I Girders 1 - General Field: ROOuterThk Page 299 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: CurbMWidth Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The width of the median live load curb. Field: RefPtOffX Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The bridge section local coordinate system X direction offset from the the bridge section reference point to the insertion point. Field: RefPtOffY Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The bridge section local coordinate system Y direction offset from the the bridge section reference point to the insertion point. Table: Bridge Section Definitions 10 - PCC I Girders 2 - Spacing Field: Section Field is Imported: Yes Format: Controlled by program Units: Text Name of a bridge section. Field: SpaceNum Field is Imported: Yes Format: Controlled by program Units: Unitless The girder space number starting from the left side of the section. Field: Spacing Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The center of girder to center of girder distance for the specified space. Table: Bridge Section Definitions 10 - PCC I Girders 2 - Spacing Field: CurbMWidth Page 300 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Bridge Section Definitions 11 - PCC I Girders 3 - Haunches Field: Section Field is Imported: Yes Format: Controlled by program Units: Text Name of a bridge section. Field: GirderNum Field is Imported: Yes Format: Controlled by program Units: Unitless Girder 1 is the left exterior girder, girder 2 is the first interior girder, and so on. Field: HaunchHt Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The height of the concrete haunch above the specified girder. Table: Bridge Section Definitions 12 - PCC I Girders 4 - Sections Field: Section Field is Imported: Yes Format: Controlled by program Units: Text Name of a bridge section. Field: GirderNum Field is Imported: Yes Format: Controlled by program Units: Unitless Girder 1 is the left exterior girder, girder 2 is the first interior girder, and so on. Field: GirderSect Field is Imported: Yes Format: Controlled by program Units: Text The frame section property for the specified girder. Table: Bridge Section Definitions 11 - PCC I Girders 3 - Haunches Field: Section Page 301 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Bridge Section Definitions 13 - PCC U Girders 1 - General Field: Section Field is Imported: Yes Format: Controlled by program Units: Text Name of a bridge section. Field: Material Field is Imported: Yes Format: Controlled by program Units: Text Name of the material property associated with the concrete deck of the bridge section. Field: NumIntGird Field is Imported: Yes Format: Controlled by program Units: Unitless The number of interior girders in the bridge section. Field: TotalWidth Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The total width of the top slab of the bridge section. Field: GirdLayout Field is Imported: Yes Format: Controlled by program Units: Text This is either 'Along Layout Line' or 'Straight' indicating how the girders are laid out. This options allows straight girders on a curved bridge. Field: DiffSpacing Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the spacing between beams is not constant. It is No if all spaces between beams are the same. Table: Bridge Section Definitions 13 - PCC U Girders 1 - General Field: Section Page 302 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: DiffHaunch Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the concrete haunch height above the girder is not the same for all girders. Otherwise it is No. Field: DiffSection Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the frame section property is not the same for all girders. Otherwise it is No. Field: TopSlabThk Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The thickness of the bridge section top slab (not including the overhangs). Field: HaunchHSame Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The height of the concrete haunch above the girder when all girders have the same concrete haunch height. This item only applies when the DiffHaunch item is No.If the DiffHaunch item is Yes then the haunch heights are provided in a separate table. Field: GirdSecSame Field is Imported: Yes Format: Controlled by program Units: Text The girder frame section property when all girders have the same property. This item only applies when the DiffSection item is No.If the DiffSection item is Yes then the girder frame section properties are provided in a separate table. Field: GirdAreaObj Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the girders in area object models are to be modeled using area objects. This item is No if the girders in area object models are to be modeled using frame objects. Table: Bridge Section Definitions 13 - PCC U Girders 1 - General Field: DiffHaunch Page 303 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: FlangeMesh Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length This item only applies when the GirdAreaObj item is Yes. It is the maximum width of a meshed element in the girder flange. Field: WebMesh Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length This item only applies when the GirdAreaObj item is Yes. It is the maximum height of a meshed element in the girder web. Field: LOLength Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The length of the top slab overhang on the left side of the section. Field: LOFillDist Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The distance from the center of the left exterior girder to fillet f1 on the left side of the section. Field: LOOuterThk Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The thickness of the top slab overhang on the left side of the section at the outer edge of the overhang. Field: ROLength Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The length of the top slab overhang on the right side of the section. Table: Bridge Section Definitions 13 - PCC U Girders 1 - General Field: FlangeMesh Page 304 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ROFillDist Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The distance from the center of the right exterior girder to fillet f2 on the right side of the section. Field: ROOuterThk Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The thickness of the top slab overhang on the right side of the section at the outer edge of the overhang. Field: FHoriz1 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The horizontal dimension of fillet f1. Field: FHoriz2 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The horizontal dimension of fillet f2. Field: CurbLeft Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The distance from the left edge of the bridge deck to the inside edge of the left live load curb. Field: CurbRight Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The distance from the right edge of the bridge deck to the inside edge of the right live load curb. Table: Bridge Section Definitions 13 - PCC U Girders 1 - General Field: ROFillDist Page 305 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: CurbMedian Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The distance from the left edge of the bridge deck to the centerline of the median live load curb. Field: CurbMWidth Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The width of the median live load curb. Field: RefPtOffX Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The bridge section local coordinate system X direction offset from the the bridge section reference point to the insertion point. Field: RefPtOffY Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The bridge section local coordinate system Y direction offset from the the bridge section reference point to the insertion point. Table: Bridge Section Definitions 14 - PCC U Girders 2 - Spacing Field: Section Field is Imported: Yes Format: Controlled by program Units: Text Name of a bridge section. Field: SpaceNum Field is Imported: Yes Format: Controlled by program Units: Unitless The girder space number starting from the left side of the section. Table: Bridge Section Definitions 14 - PCC U Girders 2 - Spacing Field: CurbMedian Page 306 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Spacing Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The center of girder to center of girder distance for the specified space. Table: Bridge Section Definitions 15 - PCC U Girders 3 - Haunches Field: Section Field is Imported: Yes Format: Controlled by program Units: Text Name of a bridge section. Field: GirderNum Field is Imported: Yes Format: Controlled by program Units: Unitless Girder 1 is the left exterior girder, girder 2 is the first interior girder, and so on. Field: HaunchHt Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The height of the concrete haunch above the specified girder. Table: Bridge Section Definitions 16 - PCC U Girders 4 - Sections Field: Section Field is Imported: Yes Format: Controlled by program Units: Text Name of a bridge section. Field: GirderNum Field is Imported: Yes Format: Controlled by program Units: Unitless Girder 1 is the left exterior girder, girder 2 is the first interior girder, and so on. Table: Bridge Section Definitions 15 - PCC U Girders 3 - Haunches Field: Spacing Page 307 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: GirderSect Field is Imported: Yes Format: Controlled by program Units: Text The frame section property for the specified girder. Table: Bridge Section Definitions 17 - Adv Box Gird 1 - General Field: Section Field is Imported: Yes Format: Controlled by program Units: Text Name of a bridge section. Field: Material Field is Imported: Yes Format: Controlled by program Units: Text Name of the material property associated with the bridge section. Field: NumIntGird Field is Imported: Yes Format: Controlled by program Units: Unitless The number of interior girders in the bridge section. Field: TotalWidth Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The total width of the top slab of the bridge section. Field: BaseDepth Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The base depth of the bridge section. This depth does not include any specified vertical offsets defining depth variation across the bridge. Table: Bridge Section Definitions 17 - Adv Box Gird 1 - General Field: GirderSect Page 308 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: SpaceCon Field is Imported: Yes Format: Controlled by program Units: Yes/No The item is Yes if the girder spacing is constant. Otherwise it is No. Field: GirderCon Field is Imported: Yes Format: Controlled by program Units: Yes/No The item is Yes if the girder and fillet dimensions are constant. Otherwise it is No. Field: SlabCon Field is Imported: Yes Format: Controlled by program Units: Yes/No The item is Yes if the top and bootom slab thicknesses are constant in each space. Otherwise it is No. Field: DepthCon Field is Imported: Yes Format: Controlled by program Units: Yes/No The item is Yes if the bridge section depth is constant across its width. Otherwise it is No. Field: GirdVert Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the girders in the section are to remain vertical in area and solid object models when the section is superelevated. Otherwise it is No. Field: TopSlabThk Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The thickness of the bridge section top slab (not including the overhangs or fillets). This item is only applicable when the SlabCon item is Yes. Table: Bridge Section Definitions 17 - Adv Box Gird 1 - General Field: SpaceCon Page 309 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: BotSlabThk Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The thickness of the bridge section bottom slab (not including the fillets). This item is only applicable when the SlabCon item is Yes. Field: GirderThk Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The thickness of the girders. This item is only applicable when the GirderCon item is Yes. Field: ThetaLeft Field is Imported: Yes Format: Angles (Structure Dimensions section of form) Units: Degrees The angle from vertical of the left exterior girder. Field: ThetaRight Field is Imported: Yes Format: Angles (Structure Dimensions section of form) Units: Degrees The angle from vertical of the right exterior girder. Field: IsRad11To14 Field is Imported: Yes Format: Controlled by program Units: Yes/No The item is Yes if a radius is specified for the outside top (fillets f11 thru f14) of the exterior girders. Otherwise it is No. This item is only applicable when the GirderCon item is Yes. Field: IsRad15To18 Field is Imported: Yes Format: Controlled by program Units: Yes/No The item is Yes if a radius is specified for the outside bottom (fillets f15 thru f18) of the exterior girders. Otherwise it is No. This item is only applicable when the GirderCon item is Yes. Table: Bridge Section Definitions 17 - Adv Box Gird 1 - General Field: BotSlabThk Page 310 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: IsRad7To10 Field is Imported: Yes Format: Controlled by program Units: Yes/No The item is Yes if a radius is specified for the inside bottom (fillets f7 thru f10) of the exterior girders. Otherwise it is No. This item is only applicable when the GirderCon item is Yes. Field: Rad11To14 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The specified radius for the outside top (fillets f11 thru f14) of the exterior girders. This item is only applicable when the GirderCon and IsRad11To14 items are Yes. Field: Rad15To18 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The specified radius for the outside bottom (fillets f15 thru f18) of the exterior girders. This item is only applicable when the GirderCon and IsRad15To18 items are Yes. Field: Rad7To10 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The specified radius for the inside bottom (fillets f7 thru f10) of the exterior girders. This item is only applicable when the GirderCon and IsRad7To10 items are Yes. Field: FHoriz1 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The horizontal dimension of fillet f1.This item is only applicable when the GirderCon item is Yes. Field: FHoriz2 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The horizontal dimension of fillet f2.This item is only applicable when the GirderCon item is Yes. Table: Bridge Section Definitions 17 - Adv Box Gird 1 - General Field: IsRad7To10 Page 311 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: FHoriz3 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The horizontal dimension of fillet f3.This item is only applicable when the GirderCon item is Yes. Field: FHoriz4 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The horizontal dimension of fillet f4.This item is only applicable when the GirderCon item is Yes. Field: FHoriz5 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The horizontal dimension of fillet f5.This item is only applicable when the GirderCon item is Yes. Field: FHoriz6 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The horizontal dimension of fillet f6.This item is only applicable when the GirderCon item is Yes. Field: FHoriz7 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The horizontal dimension of fillet f7.This item is only applicable when the GirderCon item is Yes. When the IsRad7To10 item is Yes this item is output for information only and it is not imported. Field: FHoriz8 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The horizontal dimension of fillet f8.This item is only applicable when the GirderCon item is Yes. When the IsRad7To10 item is Yes this item is output for information only and it is not imported. Table: Bridge Section Definitions 17 - Adv Box Gird 1 - General Field: FHoriz3 Page 312 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: FHoriz9 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The horizontal dimension of fillet f9.This item is only applicable when the GirderCon item is Yes. When the IsRad7To10 item is Yes this item is output for information only and it is not imported. Field: FHoriz10 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The horizontal dimension of fillet f10.This item is only applicable when the GirderCon item is Yes. When the IsRad7To10 item is Yes this item is output for information only and it is not imported. Field: FHoriz11 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The horizontal dimension of fillet f11.This item is only applicable when the GirderCon item is Yes. When the IsRad11To14 item is Yes this item is output for information only and it is not imported. Field: FHoriz12 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The horizontal dimension of fillet f12.This item is only applicable when the GirderCon item is Yes. When the IsRad11To14 item is Yes this item is output for information only and it is not imported. Field: FHoriz13 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The horizontal dimension of fillet f13.This item is only applicable when the GirderCon item is Yes. When the IsRad11To14 item is Yes this item is output for information only and it is not imported. Table: Bridge Section Definitions 17 - Adv Box Gird 1 - General Field: FHoriz9 Page 313 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: FHoriz14 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The horizontal dimension of fillet f14.This item is only applicable when the GirderCon item is Yes. When the IsRad11To14 item is Yes this item is output for information only and it is not imported. Field: FHoriz15 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The horizontal dimension of fillet f15.This item is only applicable when the GirderCon item is Yes. When the IsRad15To18 item is Yes this item is output for information only and it is not imported. Field: FHoriz16 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The horizontal dimension of fillet f16.This item is only applicable when the GirderCon item is Yes. When the IsRad15To18 item is Yes this item is output for information only and it is not imported. Field: FHoriz17 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The horizontal dimension of fillet f17.This item is only applicable when the GirderCon item is Yes. When the IsRad15To18 item is Yes this item is output for information only and it is not imported. Field: FHoriz18 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The horizontal dimension of fillet f18.This item is only applicable when the GirderCon item is Yes. When the IsRad15To18 item is Yes this item is output for information only and it is not imported. Table: Bridge Section Definitions 17 - Adv Box Gird 1 - General Field: FHoriz14 Page 314 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: FVert1 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The vertical dimension of fillet f1.This item is only applicable when the GirderCon item is Yes. Field: FVert2 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The vertical dimension of fillet f2.This item is only applicable when the GirderCon item is Yes. Field: FVert3 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The vertical dimension of fillet f3.This item is only applicable when the GirderCon item is Yes. Field: FVert4 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The vertical dimension of fillet f4.This item is only applicable when the GirderCon item is Yes. Field: FVert5 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The vertical dimension of fillet f5.This item is only applicable when the GirderCon item is Yes. Field: FVert6 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The vertical dimension of fillet f6.This item is only applicable when the GirderCon item is Yes. Table: Bridge Section Definitions 17 - Adv Box Gird 1 - General Field: FVert1 Page 315 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: FVert7 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The vertical dimension of fillet f7.This item is only applicable when the GirderCon item is Yes. When the IsRad7To10 item is Yes this item is output for information only and it is not imported. Field: FVert8 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The vertical dimension of fillet f8.This item is only applicable when the GirderCon item is Yes. When the IsRad7To10 item is Yes this item is output for information only and it is not imported. Field: FVert9 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The vertical dimension of fillet f9.This item is only applicable when the GirderCon item is Yes. When the IsRad7To10 item is Yes this item is output for information only and it is not imported. Field: FVert10 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The vertical dimension of fillet f10.This item is only applicable when the GirderCon item is Yes. When the IsRad7To10 item is Yes this item is output for information only and it is not imported. Field: FVert11 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The vertical dimension of fillet f11.This item is only applicable when the GirderCon item is Yes. When the IsRad11To14 item is Yes this item is output for information only and it is not imported. Table: Bridge Section Definitions 17 - Adv Box Gird 1 - General Field: FVert7 Page 316 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: FVert12 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The vertical dimension of fillet f12.This item is only applicable when the GirderCon item is Yes. When the IsRad11To14 item is Yes this item is output for information only and it is not imported. Field: FVert13 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The vertical dimension of fillet f13.This item is only applicable when the GirderCon item is Yes. When the IsRad11To14 item is Yes this item is output for information only and it is not imported. Field: FVert14 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The vertical dimension of fillet f14.This item is only applicable when the GirderCon item is Yes. When the IsRad11To14 item is Yes this item is output for information only and it is not imported. Field: FVert15 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The vertical dimension of fillet f15.This item is only applicable when the GirderCon item is Yes. When the IsRad15To18 item is Yes this item is output for information only and it is not imported. Field: FVert16 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The vertical dimension of fillet f16.This item is only applicable when the GirderCon item is Yes. When the IsRad15To18 item is Yes this item is output for information only and it is not imported. Table: Bridge Section Definitions 17 - Adv Box Gird 1 - General Field: FVert12 Page 317 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: FVert17 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The vertical dimension of fillet f17.This item is only applicable when the GirderCon item is Yes. When the IsRad15To18 item is Yes this item is output for information only and it is not imported. Field: FVert18 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The vertical dimension of fillet f18.This item is only applicable when the GirderCon item is Yes. When the IsRad15To18 item is Yes this item is output for information only and it is not imported. Field: Offset1Type Field is Imported: Yes Format: Controlled by program Units: Text This is either None, Slab Edge, Girder, or Space Center indicating the vertical offset location type. This item is only applicable when the DepthCon item is No. Field: Offset1Loc Field is Imported: Yes Format: Controlled by program Units: Unitless This item is only applicable when the DepthCon item is No and the Offset1Type item is not None. The value for this item depends on what is specified for the Offset1Type item. When the Offset1Type item is Slab Edge then this item is either 1 or 2 where 1 specifies the left edge of the slab and two specifies the right edge. When the Offset1Type item is Girder then this item is the girder number counting from the left side of the section with the left exterior girder being grider number 1. When the Offset1Type item is Space Center then this item is the space number counting from the left side of the section. . Table: Bridge Section Definitions 17 - Adv Box Gird 1 - General Field: FVert17 Page 318 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Offset1 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The offset distance is added to the base depth to get the total section depth at the specified location. Field: Offset2Type Field is Imported: Yes Format: Controlled by program Units: Text This is either None, Slab Edge, Girder, or Space Center indicating the vertical offset location type. This item is only applicable when the DepthCon item is No. Field: Offset2Loc Field is Imported: Yes Format: Controlled by program Units: Unitless This item is only applicable when the DepthCon item is No and the Offset2Type item is not None. The value for this item depends on what is specified for the Offset2Type item. When the Offset1Type item is Slab Edge then this item is either 1 or 2 where 1 specifies the left edge of the slab and two specifies the right edge. When the Offset1Type item is Girder then this item is the girder number counting from the left side of the section with the left exterior girder being grider number 1. When the Offset1Type item is Space Center then this item is the space number counting from the left side of the section. . Field: Offset2 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The offset distance is added to the base depth to get the total section depth at the specified location. Field: LOLength Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The length of the top slab overhang on the left side of the section. Table: Bridge Section Definitions 17 - Adv Box Gird 1 - General Field: Offset1 Page 319 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: LOOuterThk Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The thickness of the top slab overhang on the left side of the section at the outer edge of the overhang. Field: ROLength Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The length of the top slab overhang on the right side of the section. Field: ROOuterThk Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The thickness of the top slab overhang on the right side of the section at the outer edge of the overhang. Field: CurbLeft Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The distance from the left edge of the bridge deck to the inside edge of the left live load curb. Field: CurbRight Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The distance from the right edge of the bridge deck to the inside edge of the right live load curb. Field: CurbMedian Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The distance from the left edge of the bridge deck to the centerline of the median live load curb. Table: Bridge Section Definitions 17 - Adv Box Gird 1 - General Field: LOOuterThk Page 320 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: CurbMWidth Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The width of the median live load curb. Field: RefPtOffX Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The bridge section local coordinate system X direction offset from the the bridge section reference point to the insertion point. Field: RefPtOffY Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The bridge section local coordinate system Y direction offset from the the bridge section reference point to the insertion point. Field: DsgnTopDis Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The distance from the top of the bridge section to the horizontal cut line that defines the top slab area. Field: DsgnBotDis Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The distance from the bottom of the bridge section to the horizontal cut line that defines the bottom slab area. Table: Bridge Section Definitions 18 - Adv Box Gird 2 - Girder Spacing Field: Section Field is Imported: Yes Format: Controlled by program Units: Text Name of a bridge section. Table: Bridge Section Definitions 18 - Adv Box Gird 2 - Girder Spacing Field: CurbMWidth Page 321 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: SpaceNum Field is Imported: Yes Format: Controlled by program Units: Unitless The girder space number starting from the left side of the section. Field: Spacing Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The center of girder to center of girder distance for the specified space. Table: Bridge Section Definitions 19 - Adv Box Gird 3 - Exterior Girder Field: Section Field is Imported: Yes Format: Controlled by program Units: Text Name of a bridge section. Field: GirderLoc Field is Imported: Yes Format: Controlled by program Units: Text This is either Left or Right indicating the location of the exterior girder in the bridge section. Field: GirderThk Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The thickness of the specified girder. Field: IsRad11To14 Field is Imported: Yes Format: Controlled by program Units: Yes/No The item is Yes if a radius is specified for the outside top (fillets f11 thru f14) of the considered girder. Otherwise it is No. Table: Bridge Section Definitions 19 - Adv Box Gird 3 - Exterior Girder Field: SpaceNum Page 322 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: IsRad15To18 Field is Imported: Yes Format: Controlled by program Units: Yes/No The item is Yes if a radius is specified for the outside bottom (fillets f15 thru f18) of the considered girder. Otherwise it is No. Field: IsRad7To10 Field is Imported: Yes Format: Controlled by program Units: Yes/No The item is Yes if a radius is specified for the inside bottom (fillets f7 thru f10) of the considered girder. Otherwise it is No. Field: Rad11To14 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The specified radius for the outside top (fillets f11 thru f14) of the considered girder. This item is only applicable when the IsRad11To14 item is Yes. Field: Rad15To18 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The specified radius for the outside bottom (fillets f15 thru f18) of the considered girder. This item is only applicable when the IsRad15To18 item is Yes. Field: Rad7To10 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The specified radius for the inside bottom (fillets f7 thru f10) of the considered girder. This item is only applicable when the IsRad7To10 item is Yes. Field: FHoriz1 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The horizontal dimension of fillet f1. This item only applies to right exterior girders. Table: Bridge Section Definitions 19 - Adv Box Gird 3 - Exterior Girder Field: IsRad15To18 Page 323 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: FHoriz2 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The horizontal dimension of fillet f2. This item only applies to right exterior girders. Field: FHoriz3 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The horizontal dimension of fillet f3. This item only applies to left exterior girders. Field: FHoriz4 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The horizontal dimension of fillet f4. This item only applies to left exterior girders. Field: FHoriz7 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The horizontal dimension of fillet f7. When the IsRad7To10 item is Yes this item is output for information only and it is not imported. Field: FHoriz8 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The horizontal dimension of fillet f8. When the IsRad7To10 item is Yes this item is output for information only and it is not imported. Field: FHoriz9 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The horizontal dimension of fillet f9. When the IsRad7To10 item is Yes this item is output for information only and it is not imported. Table: Bridge Section Definitions 19 - Adv Box Gird 3 - Exterior Girder Field: FHoriz2 Page 324 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: FHoriz10 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The horizontal dimension of fillet f10. When the IsRad7To10 item is Yes this item is output for information only and it is not imported. Field: FHoriz11 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The horizontal dimension of fillet f11. When the IsRad11To14 item is Yes this item is output for information only and it is not imported. Field: FHoriz12 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The horizontal dimension of fillet f12. When the IsRad11To14 item is Yes this item is output for information only and it is not imported. Field: FHoriz13 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The horizontal dimension of fillet f13. When the IsRad11To14 item is Yes this item is output for information only and it is not imported. Field: FHoriz14 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The horizontal dimension of fillet f14. When the IsRad11To14 item is Yes this item is output for information only and it is not imported. Field: FHoriz15 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The horizontal dimension of fillet f15. When the IsRad15To18 item is Yes this item is output for information only and it is not imported. Table: Bridge Section Definitions 19 - Adv Box Gird 3 - Exterior Girder Field: FHoriz10 Page 325 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: FHoriz16 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The horizontal dimension of fillet f16. When the IsRad15To18 item is Yes this item is output for information only and it is not imported. Field: FHoriz17 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The horizontal dimension of fillet f17. When the IsRad15To18 item is Yes this item is output for information only and it is not imported. Field: FHoriz18 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The horizontal dimension of fillet f18. When the IsRad15To18 item is Yes this item is output for information only and it is not imported. Field: FVert1 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The vertical dimension of fillet f1. This item only applies to right exterior girders. Field: FVert2 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The vertical dimension of fillet f2. This item only applies to right exterior girders. Field: FVert3 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The vertical dimension of fillet f3. This item only applies to left exterior girders. Table: Bridge Section Definitions 19 - Adv Box Gird 3 - Exterior Girder Field: FHoriz16 Page 326 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: FVert4 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The vertical dimension of fillet f4. This item only applies to left exterior girders. Field: FVert7 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The vertical dimension of fillet f7. When the IsRad7To10 item is Yes this item is output for information only and it is not imported. Field: FVert8 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The vertical dimension of fillet f8. When the IsRad7To10 item is Yes this item is output for information only and it is not imported. Field: FVert9 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The vertical dimension of fillet f9. When the IsRad7To10 item is Yes this item is output for information only and it is not imported. Field: FVert10 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The vertical dimension of fillet f10. When the IsRad7To10 item is Yes this item is output for information only and it is not imported. Field: FVert11 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The vertical dimension of fillet f11. When the IsRad11To14 item is Yes this item is output for information only and it is not imported. Table: Bridge Section Definitions 19 - Adv Box Gird 3 - Exterior Girder Field: FVert4 Page 327 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: FVert12 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The vertical dimension of fillet f12. When the IsRad11To14 item is Yes this item is output for information only and it is not imported. Field: FVert13 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The vertical dimension of fillet f13. When the IsRad11To14 item is Yes this item is output for information only and it is not imported. Field: FVert14 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The vertical dimension of fillet f14. When the IsRad11To14 item is Yes this item is output for information only and it is not imported. Field: FVert15 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The vertical dimension of fillet f15. When the IsRad15To18 item is Yes this item is output for information only and it is not imported. Field: FVert16 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The vertical dimension of fillet f16. When the IsRad15To18 item is Yes this item is output for information only and it is not imported. Field: FVert17 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The vertical dimension of fillet f17. When the IsRad15To18 item is Yes this item is output for information only and it is not imported. Table: Bridge Section Definitions 19 - Adv Box Gird 3 - Exterior Girder Field: FVert12 Page 328 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: FVert18 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The vertical dimension of fillet f18. When the IsRad15To18 item is Yes this item is output for information only and it is not imported. Table: Bridge Section Definitions 20 - Adv Box Gird 4 - Interior Girder Field: Section Field is Imported: Yes Format: Controlled by program Units: Text Name of a bridge section. Field: IntGirdNum Field is Imported: Yes Format: Controlled by program Units: Unitless The interior girder number starting from the left side of the section. Field: GirderThk Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The thickness of the specified girder. Field: FHoriz1 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The horizontal dimension of fillet f1. Field: FHoriz2 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The horizontal dimension of fillet f2. Table: Bridge Section Definitions 20 - Adv Box Gird 4 - Interior Girder Field: FVert18 Page 329 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: FHoriz3 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The horizontal dimension of fillet f3. Field: FHoriz4 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The horizontal dimension of fillet f4. Field: FHoriz5 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The horizontal dimension of fillet f5. Field: FHoriz6 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The horizontal dimension of fillet f6. Field: FVert1 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The vertical dimension of fillet f1. Field: FVert2 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The vertical dimension of fillet f2. Field: FVert3 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The vertical dimension of fillet f3. Table: Bridge Section Definitions 20 - Adv Box Gird 4 - Interior Girder Field: FHoriz3 Page 330 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: FVert4 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The vertical dimension of fillet f4. Field: FVert5 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The vertical dimension of fillet f5. Field: FVert6 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The vertical dimension of fillet f6. Table: Bridge Section Definitions 21 - Adv Box Gird 5 - Slab Thickness Field: Section Field is Imported: Yes Format: Controlled by program Units: Text Name of a bridge section. Field: SpaceNum Field is Imported: Yes Format: Controlled by program Units: Unitless The girder space number starting from the left side of the section. Field: TopSlabThk Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The thickness of the top slab, not including fillets, in the specified space. Table: Bridge Section Definitions 21 - Adv Box Gird 5 - Slab Thickness Field: FVert4 Page 331 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: BotSlabThk Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The thickness of the bottom slab, not including fillets, in the specified space. Table: Bridge Section Definitions - Girder Output Location Data Field: Section Field is Imported: Yes Format: Controlled by program Units: Text Name of a bridge section. Field: GirderNum Field is Imported: Yes Format: Controlled by program Units: Unitless Girder 1 is the left exterior girder, girder 2 is the first interior girder, and so on. Field: VertLoc Field is Imported: Yes Format: Controlled by program Units: Text This is either 'Center of gravity', 'Dist from top', or 'Rel dist from top' indicating the vertical location of the girder force output point. Field: HorizLoc Field is Imported: Yes Format: Controlled by program Units: Text This is either 'Web center', 'Trib width center', or 'Dist from web center' indicating the horizontal location of the girder force output point. Field: DistTop Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The vertical distance from the top of the top slab to the vertical location of the girder force output point. This item only applies when the VertLoc item is 'Dist from top'. Table: Bridge Section Definitions - Girder Output Location Data Field: BotSlabThk Page 332 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: RelDistTop Field is Imported: Yes Format: Controlled by program Units: Unitless The relative verticaldistance from the top of the top slab to the vertical location of the girder force output point. The relative distance is equal to the actual distance divided by the section depth.This item only applies when the VertLoc item is 'Rel dist from top'. Field: DistWeb Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The horizontal distance from the center of the girder web to the horizontal location of the girder force output point. This item only applies when the HorizLoc item is 'Dist from web center'. Table: Bridge Temperature Gradient Definitions 01 - General Field: TempGrad Field is Imported: Yes Format: Controlled by program Units: Text Name of a bridge temperature gradient load. Field: Type Field is Imported: Yes Format: Controlled by program Units: Text This is either AASHTO, JTG D60 or User indicating the temperature gradient load type. Field: Zone Field is Imported: Yes Format: Controlled by program Units: Text This is either 1, 2, 3 or 4 indicating the AASHTO solar radiation zone. This item only applies when the Type item is AASHTO. Table: Bridge Temperature Gradient Definitions 01 - General Field: RelDistTop Page 333 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Overlay Field is Imported: Yes Format: Controlled by program Units: Text This is either Plain Concrete or Asphalt indicating the Chinese JTG D60 wearing surface. This item only applies when the Type item is JTG D60. Field: AsphThick Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length This is the asphalt thickness. This item only applies when the Type item is JTG D60 and the Overlay item is Asphalt. Field: Arch Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the Chinese JTG D60 arch factor (0.7) is used. This item only applies when the Type item is JTG D60. Field: NegMult Field is Imported: Yes Format: Controlled by program Units: Unitless This multiplier times the positive temperature change values gives the negative temperature change values. This item only applies when the Type item is AASHTO or JTG D60. Field: UserType Field is Imported: Yes Format: Controlled by program Units: Text This is either AASHTO, JTG D60 or General indicating the user temperature gradient load type. This item only applies when the Type item is User. Field: NumDist Field is Imported: Yes Format: Controlled by program Units: Unitless This is the number of distances specified. This item only applies when the Type item is User and the UserType item is General. Table: Bridge Temperature Gradient Definitions 01 - General Field: Overlay Page 334 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VarDist Field is Imported: Yes Format: Controlled by program Units: Unitless One of the distances specified by the NumDist item must be input here. This item only applies when the Type item is User and the UserType item is General. Field: TempType Field is Imported: Yes Format: Controlled by program Units: Text This is either Positive and Negative, Positive Only or Negative Only indicating the user temperature gradient load temperature types specified. This item only applies when the Type item is User and the UserType item is General. Table: Bridge Temperature Gradient Definitions 02 - User Distances Field: TempGrad Field is Imported: Yes Format: Controlled by program Units: Text Name of a bridge temperature gradient load. Field: DistNum Field is Imported: Yes Format: Controlled by program Units: Unitless The distance number. This ranges from 1 to the specified number of distances. Field: Dist Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The distance (length) for the specified distance number. Table: Bridge Temperature Gradient Definitions 02 - User Distances Field: VarDist Page 335 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Bridge Temperature Gradient Definitions 03 - User Temperatures Field: TempGrad Field is Imported: Yes Format: Controlled by program Units: Text Name of a bridge temperature gradient load. Field: TempNum Field is Imported: Yes Format: Controlled by program Units: Unitless The temperature number. This ranges from 1 to the specified number of distances plus 1. Field: TempPos Field is Imported: Yes Format: Temperature Change (Forces section of form) Units: Temp The positive temperature change for the specified temperature number. Field: TempNeg Field is Imported: Yes Format: Temperature Change (Forces section of form) Units: Temp The negative temperature change for the specified temperature number. Table: Cable Added Mass Assignments Field: Cable Field is Imported: Yes Format: Controlled by program Units: Text Label of a Cable object. Field: MassPerLen Field is Imported: Yes Format: Mass/Length (Mass and Weight section of form) Units: Force-Sec2/Length2 Added mass per unit length applied to the object. Table: Bridge Temperature Gradient Definitions 03 - User Temperatures Field: TempGrad Page 336 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Cable Insertion Point Assignments Field: Cable Field is Imported: Yes Format: Controlled by program Units: Text Label of a Cable object. Field: CoordSys Field is Imported: Yes Format: Controlled by program Units: Text The coordinate system in which the joint offsets are defined. Field: JtOffsetXI Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The rigid frame joint offset in the X (1) direction at the I-end of the frame object. A positive offset is measured from the joint location to the end of the frame object (at the cardinal point) in the positive direction of the specified coordinate system. Field: JtOffsetYI Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The rigid frame joint offset in the Y (2) direction at the I-end of the frame object. A positive offset is measured from the joint location to the end of the frame object (at the cardinal point) in the positive direction of the specified coordinate system. Field: JtOffsetZI Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The rigid frame joint offset in the Z (3) direction at the I-end of the frame object. A positive offset is measured from the joint location to the end of the frame object (at the cardinal point) in the positive direction of the specified coordinate system. Table: Cable Insertion Point Assignments Field: Cable Page 337 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: JtOffsetXJ Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The rigid frame joint offset in the X (1) direction at the J-end of the frame object. A positive offset is measured from the joint location to the end of the frame object (at the cardinal point) in the positive direction of the specified coordinate system. Field: JtOffsetYJ Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The rigid frame joint offset in the Y (2) direction at the J-end of the frame object. A positive offset is measured from the joint location to the end of the frame object (at the cardinal point) in the positive direction of the specified coordinate system. Field: JtOffsetZJ Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The rigid frame joint offset in the Z (3) direction at the J-end of the frame object. A positive offset is measured from the joint location to the end of the frame object (at the cardinal point) in the positive direction of the specified coordinate system. Field: Transform Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the frame stiffness is transformed for offsets (cardinal point offset or joint offset) from it centroid. Otherwise it is No. Table: Cable Loads - Deformation Field: Cable Field is Imported: Yes Format: Controlled by program Units: Text Label of a Cable object. Table: Cable Loads - Deformation Field: JtOffsetXJ Page 338 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: LoadPat Field is Imported: Yes Format: Controlled by program Units: Text Label of the load pattern to which the specified load applies. Field: IncludeU1 Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if a deformation is specified for the U1 degree of freedom. Otherwise it is No. Field: U1 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length This item is the deformation specified for the U1 degree of freedom. Table: Cable Loads - Distributed Field: Cable Field is Imported: Yes Format: Controlled by program Units: Text Label of a Cable object. Field: LoadPat Field is Imported: Yes Format: Controlled by program Units: Text Label of the load pattern to which the specified load applies. Field: CoordSys Field is Imported: Yes Format: Controlled by program Units: Text Label of the coordinate system in which the load is defined. Local means that the load is specified in an object local axis direction. Table: Cable Loads - Distributed Field: LoadPat Page 339 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Type Field is Imported: Yes Format: Controlled by program Units: Text This is either Force or Moment indicating the type of load assigned. Field: Dir Field is Imported: Yes Format: Controlled by program Units: Text This is either 1, 2, 3, X, Y, Z, X Proj, Y Proj, Z Proj, Gravity or Grav Proj indicating the direction of the load. 1, 2 and 3 indicate the local axes directions of the frame object. X, Y and Z indicate the X, Y and Z directions of the specified coordinate system. Gravity is in the negative global Z direction. X Proj, Y Proj or Z Proj are projected forces in the specified coordinate system. Projected forces are scaled by the sine of the angle between the frame object and the direction of load. Projected moments are scaled by the cosine of the angle between the frame object and the direction of load. Field: FOverL Field is Imported: Yes Format: Force/Length (Forces section of form) Units: Force/Length The force per unit length over the full cable length. Field: MOverL Field is Imported: Yes Format: Moment/Length (Forces section of form) Units: Force-Length/Length The moment per unit length over the full cable length. Field: GUID Field is Imported: Yes Format: Controlled by program Units: Text The global unique identifier (GUID) for the specified distributed load. Table: Cable Loads - Distributed Field: Type Page 340 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Cable Loads - Gravity Field: Cable Field is Imported: Yes Format: Controlled by program Units: Text Label of a Cable object. Field: LoadPat Field is Imported: Yes Format: Controlled by program Units: Text Label of the load pattern to which the specified load applies. Field: CoordSys Field is Imported: Yes Format: Controlled by program Units: Text Label of the coordinate system in which the gravity loads are defined. Field: MultiplierX Field is Imported: Yes Format: Controlled by program Units: Unitless The applied gravity load in the X-direction of the specified coordinate system is equal to the self weight of the object times the MultiplierX scale factor. Field: MultiplierY Field is Imported: Yes Format: Controlled by program Units: Unitless The applied gravity load in the Y-direction of the specified coordinate system is equal to the self weight of the object times the MultiplierY scale factor. Field: MultiplierZ Field is Imported: Yes Format: Controlled by program Units: Unitless The applied gravity load in the Z-direction of the specified coordinate system is equal to the self weight of the object times the MultiplierZ scale factor. Table: Cable Loads - Gravity Field: Cable Page 341 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Cable Loads - Strain Field: Cable Field is Imported: Yes Format: Controlled by program Units: Text Label of a Cable object. Field: LoadPat Field is Imported: Yes Format: Controlled by program Units: Text Label of the load pattern to which the specified load applies. Field: Component Field is Imported: Yes Format: Controlled by program Units: Text The line object local component to which the specified strain load is applied. This is either Strain11, Strain12, Strain13, Curvature1, Curvature2 or Curvature3. Field: Strain Field is Imported: Yes Format: Controlled by program Units: Unitless The strain load applied to the specified component of the object. Field: JtPattern Field is Imported: Yes Format: Controlled by program Units: Text Label of a Joint Pattern of scale factors that multiply the specified strain or curvature. If no joint pattern is specified then this item is reported as None. Table: Cable Loads - Target Force Field: Cable Field is Imported: Yes Format: Controlled by program Units: Text Label of a Cable object. Table: Cable Loads - Strain Field: Cable Page 342 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: LoadPat Field is Imported: Yes Format: Controlled by program Units: Text Label of the load pattern to which the specified load applies. Field: IncludeP Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if a target force is specified for the P degree of freedom. Otherwise it is No. Field: P Field is Imported: Yes Format: Force (Forces section of form) Units: Force This item is the target force specified for the P degree of freedom. Field: RelLocP Field is Imported: Yes Format: Controlled by program Units: Unitless This item is the relative distance along the object where the target force specified for the P degree of freedom is located. Table: Cable Loads - Temperature Field: Cable Field is Imported: Yes Format: Controlled by program Units: Text Label of a Cable object. Field: LoadPat Field is Imported: Yes Format: Controlled by program Units: Text Label of the load pattern to which the specified load applies. Table: Cable Loads - Temperature Field: LoadPat Page 343 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Type Field is Imported: Yes Format: Controlled by program Units: Text This item is either Temperature, Gradient2, or Gradient3 indicating the type of temperature load applied to the object. Field: Temp Field is Imported: Yes Format: Temperature Change (Forces section of form) Units: Temp The temperature assignment to the Frame object. Field: JtPattern Field is Imported: Yes Format: Controlled by program Units: Text The label of a Joint Pattern of scale factors multiplying the temperature change and temperature gradient values. If no pattern is specified then a unit scale factor is assumed at every joint. Field: AutoBridge Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the temperature load assignment to the frame object is automatically created from a bridge object. Otherwise it is No. Field: BridgeObj Field is Imported: Yes Format: Controlled by program Units: Text The name of the bridge object with which this temperature load assignment is associated.This item only applies when the AutoBridge item is True. Table: Cable Loads - Temperature Field: Type Page 344 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Cable Material Temperatures Field: Cable Field is Imported: Yes Format: Controlled by program Units: Text Label of a Cable object. Field: Temp Field is Imported: Yes Format: Temperature (Forces section of form) Units: Temp The object material temperature. Field: JtPattern Field is Imported: Yes Format: Controlled by program Units: Text Label of a Joint Pattern of scale factors that multiply the specified material temperatures. If no joint pattern is specified then this item is reported as None. Table: Cable Output Station Assignments Field: Cable Field is Imported: Yes Format: Controlled by program Units: Text Label of a Cable object. Field: StationType Field is Imported: Yes Format: Controlled by program Units: Text This is either MinNumSta or MaxStaSpcg. It indicates which of the output station fields (MinNumSta or MaxStaSpcg) will be read on import. Table: Cable Material Temperatures Field: Cable Page 345 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: MinNumSta Field is Imported: Yes Format: Controlled by program Units: Unitless The minimum number of output stations along the object. If the MaxStaSpcg item is specified for the object then this item is blank. Field: MaxStaSpcg Field is Imported: Yes Format: Absolute Distance (Structure Dimensions section of form) Units: Length The maximum spacing between output stations along the object. If the MinNumSta item is specified for the object then this item is blank. Field: AddAtElmInt Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if stations are added at locations where other elements intersect the considered element. Otherwise it is No. Field: AddAtPtLoad Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if stations are added at concentrated load (force or moment) locations. Otherwise it is No. Table: Cable Property Modifiers Field: Cable Field is Imported: Yes Format: Controlled by program Units: Text Label of a Cable object. Table: Cable Property Modifiers Field: MinNumSta Page 346 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: AMod Field is Imported: Yes Format: Controlled by program Units: Unitless Multiplier for cross-section (axial) area. This item is multiplied times the similar modifier specified for the section property; it does not replace the modifier specified for the section property. Field: AS2Mod Field is Imported: Yes Format: Controlled by program Units: Unitless Multiplier for shear area in the 2 direction. This item is multiplied times the similar modifier specified for the section property; it does not replace the modifier specified for the section property. Field: AS3Mod Field is Imported: Yes Format: Controlled by program Units: Unitless Multiplier for shear area in the 3 direction. This item is multiplied times the similar modifier specified for the section property; it does not replace the modifier specified for the section property. Field: JMod Field is Imported: Yes Format: Controlled by program Units: Unitless Multiplier for torsional constant. This item is multiplied times the similar modifier specified for the section property; it does not replace the modifier specified for the section property. Field: I22Mod Field is Imported: Yes Format: Controlled by program Units: Unitless Multiplier for moment of inertia about the local 2-axis. This item is multiplied times the similar modifier specified for the section property; it does not replace the modifier specified for the section property. Table: Cable Property Modifiers Field: AMod Page 347 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: I33Mod Field is Imported: Yes Format: Controlled by program Units: Unitless Multiplier for moment of inertia about the local 3-axis. This item is multiplied times the similar modifier specified for the section property; it does not replace the modifier specified for the section property. Field: MassMod Field is Imported: Yes Format: Controlled by program Units: Unitless Multiplier for the element self mass. This item is multiplied times the similar modifier specified for the section property; it does not replace the modifier specified for the section property. Field: WeightMod Field is Imported: Yes Format: Controlled by program Units: Unitless Multiplier for the element self weight. This item is multiplied times the similar modifier specified for the section property; it does not replace the modifier specified for the section property. Table: Cable Property Modifier Definitions Field: Name Field is Imported: Yes Format: Controlled by program Units: Text The name of a defined cable property modifier. Field: AMod Field is Imported: Yes Format: Controlled by program Units: Unitless Multiplier for cross-section (axial) area. This item is multiplied times the similar modifier specified for the section property; it does not replace the modifier specified for the section property. Table: Cable Property Modifier Definitions Field: I33Mod Page 348 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: MassMod Field is Imported: Yes Format: Controlled by program Units: Unitless Multiplier for the element self mass. This item is multiplied times the similar modifier specified for the section property; it does not replace the modifier specified for the section property. Field: WeightMod Field is Imported: Yes Format: Controlled by program Units: Unitless Multiplier for the element self weight. This item is multiplied times the similar modifier specified for the section property; it does not replace the modifier specified for the section property. Table: Cable Section Assignments Field: Cable Field is Imported: Yes Format: Controlled by program Units: Text Label of a Cable object. Field: CableSect Field is Imported: Yes Format: Controlled by program Units: Text Name of a cable section. Field: MatProp Field is Imported: Yes Format: Controlled by program Units: Text This item is either Default, or the name of a Material. Default means that the material property for the cable object is taken from the material property designated for the cable section that is assigned to the cable object. Table: Cable Section Assignments Field: MassMod Page 349 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Cable Section Definitions Field: CableSect Field is Imported: Yes Format: Controlled by program Units: Text Name of the cable section. Field: Material Field is Imported: Yes Format: Controlled by program Units: Text Name of the material property assigned to the cable section. Field: Specify Field is Imported: Yes Format: Controlled by program Units: Text This is either Diameter or Area indicating which cable section property is specified. All other cable section properties are computed from the specified property assuming a circular section shape. Field: Diameter Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The diameter of the cable section. Field: Area Field is Imported: Yes Format: Area (Section Dimensions section of form) Units: Length2 Cross-sectional area of the cable section. Field: TorsConst Field is Imported: No Format: Length4 (Section Dimensions section of form) Units: Length4 Torsional constant for the cable section. Table: Cable Section Definitions Field: CableSect Page 350 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: I Field is Imported: No Format: Length4 (Section Dimensions section of form) Units: Length4 Moment of inertia for the cable section. Field: AS Field is Imported: No Format: Area (Section Dimensions section of form) Units: Length2 Shear area for the cable section. Field: Color Field is Imported: Yes Format: Controlled by program Units: Text This is either a defined color or an integer representation of the color associated with the section. The possible defined colors are Black, Red, Orange, Yellow, Green, Cyan, Blue, Magenta, White, Dark Red, Dark Yellow, Dark Green, Dark Cyan, Dark Blue, Dark Magenta, Gray1, Gray2, Gray3, Gray4, Gray5, Gray6, Gray7 and Gray8. Gray1 is a light gray and Gray8 is a dark gray. Field: TotalWt Field is Imported: No Format: Weight (Mass and Weight section of form) Units: Force Total weight of all objects in the model that are assigned the specified cable section. Field: TotalMass Field is Imported: No Format: Mass (Mass and Weight section of form) Units: Force-Sec2/Length Total mass of all objects in the model that are assigned the specified cable section. Field: AMod Field is Imported: Yes Format: Controlled by program Units: Unitless Area modifier for the specified cable section. Table: Cable Section Definitions Field: I Page 351 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: A2Mod Field is Imported: Yes Format: Controlled by program Units: Unitless Shear area modifier for shear parallel to the local 2-axis for the specified cable section. Field: A3Mod Field is Imported: Yes Format: Controlled by program Units: Unitless Shear area modifier for shear parallel to the local 3-axis for the specified cable section. Field: JMod Field is Imported: Yes Format: Controlled by program Units: Unitless Torsional constant modifier for the specified cable section. Field: I2Mod Field is Imported: Yes Format: Controlled by program Units: Unitless Moment of inertia modifier for bending about the local 2-axis for the specified cable section. Field: I3Mod Field is Imported: Yes Format: Controlled by program Units: Unitless Moment of inertia modifier for bending about the local 3-axis for the specified cable section. Field: MMod Field is Imported: Yes Format: Controlled by program Units: Unitless Mass multiplier for the specified cable section. Table: Cable Section Definitions Field: A2Mod Page 352 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: WMod Field is Imported: Yes Format: Controlled by program Units: Unitless Weight multiplier for the specified cable section. Field: GUID Field is Imported: Yes Format: Controlled by program Units: Text The global unique identifier (GUID) for the specified cable section property. Field: Notes Field is Imported: Yes Format: Controlled by program Units: Text User notes for the specified cable section property. Table: Cable Shape Data Field: Cable Field is Imported: Yes Format: Controlled by program Units: Text Label of a Cable object. Field: CableType Field is Imported: Yes Format: Controlled by program Units: Text This is one of the following parameters which is specified to define the cable shape: Minimum Tension At I-End, Minimum Tension At J-End, Tension At I-End, Tension At J-End, Horizontal Tension Component, Maximum Vertical Sag, Low-Point Vertical Sag, Undeformed Length, or Undeformed Relative Length. Table: Cable Shape Data Field: WMod Page 353 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: NumSegs Field is Imported: Yes Format: Controlled by program Units: Unitless The number of segments used to define the cable. Field: TensionI Field is Imported: Yes Format: Force (Forces section of form) Units: Force The tension at the I-end of the cable. Field: TensionJ Field is Imported: Yes Format: Force (Forces section of form) Units: Force The tension at the J-end of the cable. Field: TensionHorz Field is Imported: Yes Format: Force (Forces section of form) Units: Force The horizontal component of tension in the cable. This force is constant along the cable length. Field: SagMax Field is Imported: Yes Format: Absolute Distance (Structure Dimensions section of form) Units: Length The maximum vertical sag of the cable. Field: SagLow Field is Imported: Yes Format: Absolute Distance (Structure Dimensions section of form) Units: Length The low point vertical sag of the cable. Field: UnDefLength Field is Imported: Yes Format: Absolute Distance (Structure Dimensions section of form) Units: Length The undeformed length of the cable. Table: Cable Shape Data Field: NumSegs Page 354 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: UnDefRelLen Field is Imported: Yes Format: Controlled by program Units: Unitless The undeformed relative length of the cable (relative to the distance between the cable end points). Field: AddedWt Field is Imported: Yes Format: Force/Length (Forces section of form) Units: Force/Length Weight per unit length of the cable that is added to the weight specified in the material property definition for the cable. This weight is only used for determination of the cable shape. It is not actually applied to the structural model. If the added weight is needed in the structural model then it should also be specified as a cable load acting on the model. Field: ProjLoad Field is Imported: Yes Format: Force/Length (Forces section of form) Units: Force/Length A projected horizontal load per unit length of the cable. This load is only used for determination of the cable shape. It is not actually applied to the structural model. If the load is needed in the structural model then it should also be specified as a cable load acting on the model. Field: UseDefGeom Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the initial shape of the cable used in the model is to be based on the deformed (loaded) cable geometry calculated from the specified cable parameters. It is No if the shape of the cable is based on undeformed (unloaded) geometry. In the special case where the specified undeformed length of the cable is shorter than the chord length of the cable and the cable shape is specified to be based on undeformed geometry, the cable shape used by the program is the shape that occurs after the cable has been stretched to the full chord length and before any load is applied. Table: Cable Shape Data Field: UnDefRelLen Page 355 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: UseFrames Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the cable is to be modelled using frame elements. Otherwise it is No. Table: Cable Vehicle Response Component Overwrites Field: Cable Field is Imported: Yes Format: Controlled by program Units: Text Label of a Cable object. Field: Usage Field is Imported: Yes Format: Controlled by program Units: Text This is either AASHTO HL - Superstructure, AASHTO HL - Reaction, or AASHTO H & HS Superstructure indicating the vehicle type and structural member type to which the overwrite applies. AASHTO HL - Superstructure refers to the superstructure negative moments over supports and applies to AASHTO H, HS and HL loading. AASHTO HL - Reaction refers to reactions at interior supports (piers) and applies only to AASHTO HL loaoding. AASHTO H & HS Superstructure refers to superstructure moments (positive or negative) and applies to AASHTO H and HS loading. Field: Component Field is Imported: Yes Format: Controlled by program Units: Text This is either P, V2, V3, T, M2 or M3 indicating the output component to which the overwrite applies. Table: Cable Vehicle Response Component Overwrites Field: UseFrames Page 356 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Status Field is Imported: Yes Format: Controlled by program Units: Text This is either Do Not Use, Use Positive Values, Use Negative Values, or Use All Values indicating the portion of the output for the specified component to which the overwrite applies. Table: Case - Buckling 1 - General Field: Case Field is Imported: Yes Format: Controlled by program Units: Text Name of the Buckling-type load case. Field: NumBuckMode Field is Imported: Yes Format: Controlled by program Units: Unitless The number of buckling modes requested. Field: EigenTol Field is Imported: Yes Format: Controlled by program Units: Unitless The eigenvalue convergence tolerance for the buckling load case. Table: Case - Buckling 2 - Load Assignments Field: Case Field is Imported: Yes Format: Controlled by program Units: Text Name of the Buckling-type load case. Table: Case - Buckling 1 - General Field: Status Page 357 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: LoadType Field is Imported: Yes Format: Controlled by program Units: Text This is either Load pattern or Accel indicating the type of load specified. Field: LoadName Field is Imported: Yes Format: Controlled by program Units: Text This is either the name of a load pattern, Accel UX, Accel UY, Accel UZ, Accel RX, Accel RY, or Accel RZ. Accel UX, UY and UZ are uniform translational accelerations acting in the global X, Y and Z directions, respectively. Accel RX, RY and RZ are uniform rotational accelerations acting about the global X, Y and Z directions, respectively. The force applied at each joint is proportional to the mass tributary to that joint. Field: LoadSF Field is Imported: Yes Format: Controlled by program Units: Unitless A unitless scale factor that multiplies the associated load pattern value. Field: TransAccSF Field is Imported: Yes Format: Acceleration-Trans (Time-Related section of form) Units: Length/sec2 A scale factor (with translational acceleration units) that multiplies the associated translational acceleration value. Field: RotAccSF Field is Imported: Yes Format: Acceleration-Rot (Time-Related section of form) Units: rad/sec2 A scale factor (with rotational acceleration units) that multiplies the associated rotational acceleration value. Table: Case - Buckling 2 - Load Assignments Field: LoadType Page 358 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Case - Direct History 1 - General Field: Case Field is Imported: Yes Format: Controlled by program Units: Text Name of the Direct History-type load case. Field: OutSteps Field is Imported: Yes Format: Controlled by program Units: Unitless The number of output time steps. Field: StepSize Field is Imported: Yes Format: Controlled by program Units: Unitless The output time-step size. Table: Case - Direct History 2 - Load Assignments Field: Case Field is Imported: Yes Format: Controlled by program Units: Text Name of the Direct History-type load case. Field: LoadType Field is Imported: Yes Format: Controlled by program Units: Text This is either Load pattern or Accel indicating the type of load specified. Field: LoadName Field is Imported: Yes Format: Controlled by program Units: Text This item is either the name of a load pattern or it is one of Accel U1, Accel U2, Accel U3, Accel R1, Accel R2, or Accel R3. The Accel items refer to ground acceleration loads in Table: Case - Direct History 1 - General Field: Case Page 359 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation acceleration local coordinates. Note that the acceleration local coordinates are defined by the CoordSys and Angle items. Field: Function Field is Imported: Yes Format: Controlled by program Units: Text Name of a function defining the time variation of the ground acceleration or load pattern. Field: LoadSF Field is Imported: Yes Format: Controlled by program Units: Unitless Scale factor multiplying the ordinate values of the specified function. This item applies when the load item is a load pattern. Field: TransAccSF Field is Imported: Yes Format: Acceleration-Trans (Time-Related section of form) Units: Length/sec2 Scale factor multiplying the ordinate values of the specified function. This item applies when the load item is a translational acceleration. Field: RotAccSF Field is Imported: Yes Format: Acceleration-Rot (Time-Related section of form) Units: rad/sec2 Scale factor multiplying the ordinate values of the specified function. This item applies when the load item is a rotational acceleration. Field: TimeFactor Field is Imported: Yes Format: Other Time (Seconds) (Time-Related section of form) Units: Sec Scale factor multiplying the time (abscissa) values of the specified function. Field: ArrivalTime Field is Imported: Yes Format: Other Time (Seconds) (Time-Related section of form) Units: Sec Arrival time for the specified function. Table: Case - Direct History 2 - Load Assignments Field: Function Page 360 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: CoordSys Field is Imported: Yes Format: Controlled by program Units: Text Coordinate system used to define the acceleration directions. This item only applies when the LoadType item is Acceleration. Field: Angle Field is Imported: Yes Format: Angles (Structure Dimensions section of form) Units: Degrees Coordinate angle between the acceleration local 1 axis and the +X-axis of the coordinate system specified by the CoordSys item. The rotation is about the Z-axis of the specified coordinate system. This item only applies when the LoadType item is Acceleration. Table: Case - Direct History 3 - Proportional Damping Field: Case Field is Imported: Yes Format: Controlled by program Units: Text Name of the Direct History-type load case. Field: SpecifyType Field is Imported: No Format: Controlled by program Units: Text This is either Direct, Period or Frequency indicating the method used to specify the mass and stiffness coefficients. Direct means that they are directly specified. Period means that they are specified using two periods and two associated damping ratios. Frequency means that they are specified using two frequencies and two associated damping ratios. Field: MassCoeff Field is Imported: Yes Format: Controlled by program Units: 1/Sec The specified mass coefficient. Table: Case - Direct History 3 - Proportional Damping Field: CoordSys Page 361 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: StiffCoeff Field is Imported: Yes Format: Other Time (Seconds) (Time-Related section of form) Units: Sec The specified stiffness coefficient. Field: Period1 Field is Imported: No Format: Period (Time-Related section of form) Units: Sec The first period value used when the SpecifyType item is Period. Field: Frequency1 Field is Imported: No Format: Frequency (Time-Related section of form) Units: Cyc/sec The first frequency value used when the SpecifyType item is Frequency. Field: Damping1 Field is Imported: No Format: Damping Ratios (Damping Items section of form) Units: Unitless The first damping ratio value used when the SpecifyType item is either Period or Frequency. Field: Period2 Field is Imported: No Format: Period (Time-Related section of form) Units: Sec The second period value used when the SpecifyType item is Period. Field: Frequency2 Field is Imported: No Format: Frequency (Time-Related section of form) Units: Cyc/sec The second frequency value used when the SpecifyType item is Frequency. Table: Case - Direct History 3 - Proportional Damping Field: StiffCoeff Page 362 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Damping2 Field is Imported: No Format: Damping Ratios (Damping Items section of form) Units: Unitless The second damping ratio value used when the SpecifyType item is either Period or Frequency. Table: Case - Direct History 4 - Integration Parameters Field: Case Field is Imported: Yes Format: Controlled by program Units: Text Name of the Direct History-type load case. Field: IntMethod Field is Imported: Yes Format: Controlled by program Units: Text This is either Newmark, Wilson, Collocation, HilberHughesTaylor or ChungHulbert indicating the time integration method used. Field: Gamma Field is Imported: Yes Format: Controlled by program Units: Unitless The value of the Gamma integration parameter. This item is an input value for the Newmark, Collocation and ChungHulbert integration methods. Gamma is not an input value for the HilberHughesTaylor integration method. In this case it is calculated from Alpha. Field: Beta Field is Imported: Yes Format: Controlled by program Units: Unitless The value of the Beta integration parameter. This item is an input value for the Newmark, Collocation and ChungHulbert integration methods. Beta is not an input value for the HilberHughesTaylor integration method. In this case it is calculated from Alpha. Table: Case - Direct History 4 - Integration Parameters Field: Damping2 Page 363 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Theta Field is Imported: Yes Format: Controlled by program Units: Unitless The value of the Theta integration parameter. This item is an input value for the Wilson and Collocation integration methods. Field: Alpha Field is Imported: Yes Format: Controlled by program Units: Unitless The value of the Alpha integration parameter. This item is an input value for the HilberHughesTaylor and ChungHulbert integration methods. Field: AlphaM Field is Imported: Yes Format: Controlled by program Units: Unitless The value of the AlphaM integration parameter. This item is an input value for the ChungHulbert integration method. Table: Case - Direct History 5 - Nonlinear Parameters Field: Case Field is Imported: Yes Format: Controlled by program Units: Text Name of the Direct History-type load case. Field: GeoNonLin Field is Imported: Yes Format: Controlled by program Units: Text This item is either None, P-Delta, or Large Displ indicating the type of geometric nonlinearity used for this load case, if any. Field: DTMax Field is Imported: Yes Format: Controlled by program Units: Unitless Maximum allowed substep size. Table: Case - Direct History 5 - Nonlinear Parameters Field: Theta Page 364 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: DTMin Field is Imported: Yes Format: Controlled by program Units: Unitless Minimum allowed substep size. Field: MaxIterCS Field is Imported: Yes Format: Controlled by program Units: Unitless Maximum number of constant-stiffness iterations per step. Field: MaxIterNR Field is Imported: Yes Format: Controlled by program Units: Unitless Maximum number of Newton-Raphson iterations per step. Field: ItConvTol Field is Imported: Yes Format: Controlled by program Units: Unitless Relative iteration convergence tolerance. Field: UseEvStep Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if event-to-event stepping is used. Otherwise it is No. Field: EvLumpTol Field is Imported: Yes Format: Controlled by program Units: Unitless Relative event lumping tolerance. Field: LSPerIter Field is Imported: Yes Format: Controlled by program Units: Unitless Maximum number of line searches per iteration. Table: Case - Direct History 5 - Nonlinear Parameters Field: DTMin Page 365 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: LSTol Field is Imported: Yes Format: Controlled by program Units: Unitless The line search acceptance tolerance (relative). Field: LSStepFact Field is Imported: Yes Format: Controlled by program Units: Unitless The line search step factor. Field: FrameTC Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if frame object tension or compression only is considered. Otherwise it is No. Field: FrameHinge Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if frame object hinges are considered. Otherwise it is No. Field: CableTC Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if cable object tension or compression only is considered. Otherwise it is No. Field: LinkTC Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if hook and gap object tension and compression only is considered. Otherwise it is No. Table: Case - Direct History 5 - Nonlinear Parameters Field: LSTol Page 366 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: LinkOther Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if other link object nonlinearity is considered. Otherwise it is No. This item includes all link nonlinearity not included in the LinkTC item. Table: Case - Modal 1 - General Field: Case Field is Imported: Yes Format: Controlled by program Units: Text Name of the Modal-type load case. Field: ModeType Field is Imported: Yes Format: Controlled by program Units: Text This is either Eigen or Ritz indicating the type of modes requested. Field: MaxNumModes Field is Imported: Yes Format: Controlled by program Units: Unitless The maximum number of modes requested. Field: MinNumModes Field is Imported: Yes Format: Controlled by program Units: Unitless The minimum number of modes requested. Field: EigenShift Field is Imported: Yes Format: Frequency (Time-Related section of form) Units: Cyc/sec The eigenvalue shift frequency. This item only applies when the ModeType is Eigen. Table: Case - Modal 1 - General Field: LinkOther Page 367 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: EigenCutoff Field is Imported: Yes Format: Frequency (Time-Related section of form) Units: Cyc/sec The eigenvalue cutoff frequency radius. This item only applies when the ModeType is Eigen. Field: EigenTol Field is Imported: Yes Format: Controlled by program Units: Unitless The relative convergence tolerance on eigenvalues. This item only applies when the ModeType is Eigen. Field: AutoShift Field is Imported: Yes Format: Controlled by program Units: Text This item is Yes if automatic frequency shifting is allowed; otherwise it is No. This item only applies when the ModeType is Eigen. Table: Case - Modal 2 - Load Assignments - Eigen Field: Case Field is Imported: Yes Format: Controlled by program Units: Text Name of the Modal-type load case. Field: LoadType Field is Imported: Yes Format: Controlled by program Units: Text This is either Load pattern, Accel or Link indicating the type of load specified. Field: LoadName Field is Imported: Yes Format: Controlled by program Units: Text If the LoadType item is Load pattern, then this is the name of a load pattern. Table: Case - Modal 2 - Load Assignments - Eigen Field: EigenCutoff Page 368 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation If the LoadType item is Acceleration, then this is either Accel UX, Accel UY, Accel UZ, Accel RX , Accel RY or Accel RZ. If the LoadType item is Link, then this All Links. Field: TargetPar Field is Imported: Yes Format: Controlled by program Units: Percent The target mass participation ratio. Field: StatCorrect Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if static correction modes are to be calculated. Otherwise it is No. Table: Case - Modal 3 - Load Assignments - Ritz Field: Case Field is Imported: Yes Format: Controlled by program Units: Text Name of the Modal-type load case. Field: LoadType Field is Imported: Yes Format: Controlled by program Units: Text This is either Load pattern, Accel or Link indicating the type of load specified. Field: LoadName Field is Imported: Yes Format: Controlled by program Units: Text If the LoadType item is Load pattern, then this is the name of a load pattern. If the LoadType item is Acceleration, then this is either Accel UX, Accel UY, Accel UZ, Accel RX , Accel RY or Accel RZ. If the LoadType item is Link, then this All Links. Table: Case - Modal 3 - Load Assignments - Ritz Field: TargetPar Page 369 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: MaxCycles Field is Imported: Yes Format: Controlled by program Units: Unitless The maximum number of generation cycles to be performed for the specified ritz starting vector. Inputting 0 means there is no limit on the number of cycles. Field: TargetPar Field is Imported: Yes Format: Controlled by program Units: Percent The target dynamic participation ratio. Table: Case - Modal History 1 - General Field: Case Field is Imported: Yes Format: Controlled by program Units: Text Name of the Modal History-type load case. Field: HistoryType Field is Imported: Yes Format: Controlled by program Units: Text This item is either Transient, Periodic or Static indicating the type of modal history. For linear modal histories all three types are applicable. For nonlinear modal histories only the Transient type is applicable. Field: OutSteps Field is Imported: Yes Format: Controlled by program Units: Unitless The number of output time steps. Field: StepSize Field is Imported: Yes Format: Controlled by program Units: Unitless The output time-step size. Table: Case - Modal History 1 - General Field: MaxCycles Page 370 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: DampingType Field is Imported: No Format: Controlled by program Units: Text This item is either Constant, Inter-Period, Inter-Freq or Pro-Direct, Pro-Period, or Pro-Freq indicating the method used to specify the modal damping. Inter-Period means to interpolate based on damping given at specified periods. Inter-Freq means to interpolate based on damping given at specified frequencies. Pro-Direct means mass and stiffness proportional coefficients are directly specified. Pro-Period means that mass and stiffness proportional coefficients are calculated based on two specified period and damping sets. Pro-Freq means that mass and stiffness proportional coefficients are calculated based on two specified frequency and damping sets. Field: ConstDamp Field is Imported: Yes Format: Damping Ratios (Damping Items section of form) Units: Unitless This item only applies if the DampingType item is Constant. It is the constant damping value. Table: Case - Modal History 2 - Load Assignments Field: Case Field is Imported: Yes Format: Controlled by program Units: Text Name of the Modal History-type load case. Field: LoadType Field is Imported: Yes Format: Controlled by program Units: Text This is either Load pattern or Accel indicating the type of load specified. Field: LoadName Field is Imported: Yes Format: Controlled by program Units: Text This item is either the name of a load pattern or it is one of Accel U1, Accel U2, Accel U3, Accel R1, Accel R2, or Accel R3. The Accel items refer to ground acceleration loads in Table: Case - Modal History 2 - Load Assignments Field: DampingType Page 371 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation acceleration local coordinates. Note that the acceleration local coordinates are defined by the CoordSys and Angle items. Field: Function Field is Imported: Yes Format: Controlled by program Units: Text Name of a function defining the time variation of the ground acceleration or load pattern. Field: LoadSF Field is Imported: Yes Format: Controlled by program Units: Unitless Scale factor multiplying the ordinate values of the specified function. This item applies when the load item is a load pattern. Field: TransAccSF Field is Imported: Yes Format: Acceleration-Trans (Time-Related section of form) Units: Length/sec2 Scale factor multiplying the ordinate values of the specified function. This item applies when the load item is a translational acceleration. Field: RotAccSF Field is Imported: Yes Format: Acceleration-Rot (Time-Related section of form) Units: rad/sec2 Scale factor multiplying the ordinate values of the specified function. This item applies when the load item is a rotational acceleration. Field: TimeFactor Field is Imported: Yes Format: Other Time (Seconds) (Time-Related section of form) Units: Sec Scale factor multiplying the time (abscissa) values of the specified function. Field: ArrivalTime Field is Imported: Yes Format: Other Time (Seconds) (Time-Related section of form) Units: Sec Arrival time for the specified function. Table: Case - Modal History 2 - Load Assignments Field: Function Page 372 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: CoordSys Field is Imported: Yes Format: Controlled by program Units: Text Coordinate system used to define the acceleration directions. This item only applies when the LoadType item is Acceleration. Field: Angle Field is Imported: Yes Format: Angles (Structure Dimensions section of form) Units: Degrees Coordinate angle between the acceleration local 1 axis and the +X-axis of the coordinate system specified by the CoordSys item. The rotation is about the Z-axis of the specified coordinate system. This item only applies when the LoadType item is Acceleration. Table: Case - Modal History 3 - Interpolated Damping Field: Case Field is Imported: Yes Format: Controlled by program Units: Text Name of the Modal History-type load case. Field: Period Field is Imported: Yes Format: Period (Time-Related section of form) Units: Sec The period at which the specified damping ratio applies. Field: Frequency Field is Imported: Yes Format: Frequency (Time-Related section of form) Units: Cyc/sec The frequency at which the specified damping ratio applies. Field: Damping Field is Imported: Yes Format: Damping Ratios (Damping Items section of form) Units: Unitless The damping ratio as a fraction of critical damping (0.05 = 5%). Table: Case - Modal History 3 - Interpolated Damping Field: CoordSys Page 373 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Case - Modal History 4 - Proportional Damping Field: Case Field is Imported: Yes Format: Controlled by program Units: Text Name of the Modal History-type load case. Field: SpecifyType Field is Imported: No Format: Controlled by program Units: Text This is either Direct, Period or Frequency indicating the method used to specify the mass and stiffness coefficients. Direct means that they are directly specified. Period means that they are specified using two periods and two associated damping ratios. Frequency means that they are specified using two frequencies and two associated damping ratios. Field: MassCoeff Field is Imported: Yes Format: Controlled by program Units: 1/Sec The specified mass coefficient. Field: StiffCoeff Field is Imported: Yes Format: Other Time (Seconds) (Time-Related section of form) Units: Sec The specified stiffness coefficient. Field: Period1 Field is Imported: No Format: Period (Time-Related section of form) Units: Sec The first period value used when the SpecifyType item is Period. Field: Frequency1 Field is Imported: No Format: Frequency (Time-Related section of form) Units: Cyc/sec The first frequency value used when the SpecifyType item is Frequency. Table: Case - Modal History 4 - Proportional Damping Field: Case Page 374 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Damping1 Field is Imported: No Format: Damping Ratios (Damping Items section of form) Units: Unitless The first damping ratio value used when the SpecifyType item is either Period or Frequency. Field: Period2 Field is Imported: No Format: Period (Time-Related section of form) Units: Sec The second period value used when the SpecifyType item is Period. Field: Frequency2 Field is Imported: No Format: Frequency (Time-Related section of form) Units: Cyc/sec The second frequency value used when the SpecifyType item is Frequency. Field: Damping2 Field is Imported: No Format: Damping Ratios (Damping Items section of form) Units: Unitless The second damping ratio value used when the SpecifyType item is either Period or Frequency. Table: Case - Modal History 5 - Damping Overrides Field: Case Field is Imported: Yes Format: Controlled by program Units: Text Name of the Modal History-type load case. Field: Mode Field is Imported: Yes Format: Controlled by program Units: Text The mode number to which the specified damping applies. Table: Case - Modal History 5 - Damping Overrides Field: Damping1 Page 375 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Damping Field is Imported: Yes Format: Damping Ratios (Damping Items section of form) Units: Unitless Fraction of critical damping for the specified mode (0.05 = 5% critical damping). Table: Case - Modal History 6 - Nonlinear Parameters Field: Case Field is Imported: Yes Format: Controlled by program Units: Text Name of the Modal History-type load case. Field: PeriodStat Field is Imported: Yes Format: Controlled by program Units: Unitless Period at which, and below, modes are treated as static. Field: DTMax Field is Imported: Yes Format: Controlled by program Units: Unitless Maximum allowed substep size. Field: DTMin Field is Imported: Yes Format: Controlled by program Units: Unitless Minimum allowed substep size. Field: FConvTol Field is Imported: Yes Format: Controlled by program Units: Unitless Relative force convergence tolerance. Table: Case - Modal History 6 - Nonlinear Parameters Field: Damping Page 376 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: EConvTol Field is Imported: Yes Format: Controlled by program Units: Unitless Relative energy convergence tolerance. Field: ForceItMax Field is Imported: Yes Format: Controlled by program Units: Unitless Maximum number of force iterations for large substeps. Field: ForceItMin Field is Imported: Yes Format: Controlled by program Units: Unitless Minimum number of force iterations for large substeps. Field: ConvFactor Field is Imported: Yes Format: Controlled by program Units: Unitless Convergence factor. Field: FrameTC Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if frame object tension or compression only is considered. Otherwise it is No. Field: FrameHinge Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if frame object hinges are considered. Otherwise it is No. Table: Case - Modal History 6 - Nonlinear Parameters Field: EConvTol Page 377 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: CableTC Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if cable object tension or compression only is considered. Otherwise it is No. Field: LinkTC Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if hook and gap object tension and compression only is considered. Otherwise it is No. Field: LinkOther Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if other link object nonlinearity is considered. Otherwise it is No. This item includes all link nonlinearity not included in the LinkTC item. Table: Case - Moving Load 1 - Lane Assignments Field: Case Field is Imported: Yes Format: Controlled by program Units: Text Name of the Moving Load-type load case. Field: AssignNum Field is Imported: Yes Format: Controlled by program Units: Unitless The lane assignment number. Field: VehClass Field is Imported: Yes Format: Controlled by program Units: Text The vehicle class used for this lane assignment. Table: Case - Moving Load 1 - Lane Assignments Field: CableTC Page 378 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ScaleFactor Field is Imported: Yes Format: Controlled by program Units: Unitless A scale factor that multiplies the vehicle loads in the associated vehicle class. Field: MinLoaded Field is Imported: Yes Format: Controlled by program Units: Unitless Minimum number of lanes to be loaded by the specified vehicle class for this lane assignment. Field: MaxLoaded Field is Imported: Yes Format: Controlled by program Units: Unitless Maximum number of lanes to be loaded by the specified vehicle class for this lane assignment. Field: NumLanes Field is Imported: No Format: Controlled by program Units: Unitless Total number of lanes loaded by the specified vehicle class for this lane assignment. Table: Case - Moving Load 2 - Lanes Loaded Field: Case Field is Imported: Yes Format: Controlled by program Units: Text Name of the Moving Load-type load case. Field: AssignNum Field is Imported: Yes Format: Controlled by program Units: Unitless The lane assignment number. Table: Case - Moving Load 2 - Lanes Loaded Field: ScaleFactor Page 379 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Lane Field is Imported: Yes Format: Controlled by program Units: Text The name of a lane that is loaded by the vehicle class associated with this lane assignment. Table: Case - Moving Load 3 - MultiLane Factors Field: Case Field is Imported: Yes Format: Controlled by program Units: Text Name of the Moving Load-type load case. Field: NumberLanes Field is Imported: Yes Format: Controlled by program Units: Unitless The number of loaded lanes considered. Field: ScaleFactor Field is Imported: Yes Format: Controlled by program Units: Unitless The multiple-lane scale factor applied to the Moving Load load case if the number of loaded lanes is that specified by the NumberLanes item. Table: Case - Multistep Static 1 - Load Assignments Field: Case Field is Imported: Yes Format: Controlled by program Units: Text Name of the Multistep Static-type load case. Field: LoadType Field is Imported: Yes Format: Controlled by program Units: Text This is either Load pattern, or Accel indicating the type of load specified. Table: Case - Moving Load 3 - MultiLane Factors Field: Lane Page 380 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: LoadName Field is Imported: Yes Format: Controlled by program Units: Text This is either the name of a load pattern, Accel UX, Accel UY, Accel UZ, or a mode number. Accel UX, UY and UZ are uniform translational acceleration acting in the global X, Y and Z directions, respectively. Accel RX, RY and RZ are uniform rotational acceleration acting in the global X, Y and Z directions, respectively. The force applied at each joint is proportional to the mass tributary to that joint. Field: LoadSF Field is Imported: Yes Format: Controlled by program Units: Unitless A unitless scale factor that multiplies the associated load pattern value. Field: TransAccSF Field is Imported: Yes Format: Acceleration-Trans (Time-Related section of form) Units: Length/sec2 A scale factor (with translational acceleration units) that multiplies the associated acceleration value. This item applies when the specified acceleration is translational. Field: RotAccSF Field is Imported: Yes Format: Acceleration-Rot (Time-Related section of form) Units: rad/sec2 A scale factor (with rotational acceleration units) that multiplies the associated acceleration value. This item applies when the specified acceleration is rotational. Table: Case - Power Spectral Density 1 - General Field: Case Field is Imported: Yes Format: Controlled by program Units: Text Name of the Power Spectral Density-type load case. Table: Case - Power Spectral Density 1 - General Field: LoadName Page 381 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: SolType Field is Imported: Yes Format: Controlled by program Units: Text This item is either Modal or Direct indicating the type of solution. Field: FirstFreq Field is Imported: Yes Format: Frequency (Time-Related section of form) Units: Cyc/sec This item is the specified first frequency. The analysis is performed for the specified FirstFreq and LastFreq and if FreqInc is greater than 1 for intermediate frequencies and for any additional frequencies specified that fall between the FirstFreq and the LastFreq. Field: LastFreq Field is Imported: Yes Format: Frequency (Time-Related section of form) Units: Cyc/sec This item is the specified last frequency. The analysis is performed for the specified FirstFreq and LastFreq and if FreqInc is greater than 1 for intermediate frequencies and for any additional frequencies specified that fall between the FirstFreq and the LastFreq. Field: NumFreqInc Field is Imported: Yes Format: Controlled by program Units: Unitless This item is the specified number of frequency increments. If this item is set to 1 then the analysis is performed for the specified FirstFreq and LastFreq. Field: DampingType Field is Imported: Yes Format: Controlled by program Units: Text This item is either Constant or Interpolated indicating the type of hysteretic damping specified. Field: AddFreqs Field is Imported: No Format: Controlled by program Units: Yes/No This item is Yes if additional frequencies have been specified. Otherwise it is No. Table: Case - Power Spectral Density 1 - General Field: SolType Page 382 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Case - Power Spectral Density 2 - Load Assignments Field: Case Field is Imported: Yes Format: Controlled by program Units: Text Name of the Power Spectral Density-type load case. Field: LoadType Field is Imported: Yes Format: Controlled by program Units: Text This is either Load pattern or Accel indicating the type of load specified. Field: LoadName Field is Imported: Yes Format: Controlled by program Units: Text This item is either the name of a load pattern or it is one of Accel U1, Accel U2, Accel U3, Accel R1, Accel R2, or Accel R3. The Accel items refer to ground acceleration loads in acceleration local coordinates. Note that the acceleration local coordinates are defined by the CoordSys and Angle items. Field: Function Field is Imported: Yes Format: Controlled by program Units: Text Name of a function of frequency versus value items. Field: LoadSF Field is Imported: Yes Format: Controlled by program Units: Unitless Scale factor multiplying the ordinate values of the specified function. This item applies when the load item is a load pattern. Field: TransAccSF Field is Imported: Yes Format: Acceleration-Trans (Time-Related section of form) Units: Length/sec2 Scale factor multiplying the ordinate values of the specified function. This item applies when the load item is a translational acceleration. Table: Case - Power Spectral Density 2 - Load Assignments Field: Case Page 383 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: RotAccSF Field is Imported: Yes Format: Acceleration-Rot (Time-Related section of form) Units: rad/sec2 Scale factor multiplying the ordinate values of the specified function. This item applies when the load item is a rotational acceleration. Field: PhaseAngle Field is Imported: Yes Format: Angles (Structure Dimensions section of form) Units: Degrees The phase angle in degrees. Field: CoordSys Field is Imported: Yes Format: Controlled by program Units: Text Coordinate system used to define the acceleration directions. This item only applies when the LoadType item is Accel. Field: Angle Field is Imported: Yes Format: Angles (Structure Dimensions section of form) Units: Degrees Coordinate angle between the acceleration local 1 axis and the +X-axis of the coordinate system specified by the CoordSys item. The rotation is about the Z-axis of the specified coordinate system. This item only applies when the LoadType item is Accel. Table: Case - Power Spectral Density 3 - Added Frequencies General Field: Case Field is Imported: Yes Format: Controlled by program Units: Text Name of the Power Spectral Density-type load case. Field: AddMFreq Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if modal frequencies are added. Otherwise it is No. Table: Case - Power Spectral Density 3 - Added Frequencies General Field: RotAccSF Page 384 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: AddMDev Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if modal frequency deviations are added. Otherwise it is No. Field: AddSpFreq Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if specified frequencies are added. Otherwise it is No. Table: Case - Power Spectral Density 4 - Added Frequency Deviations Field: Case Field is Imported: Yes Format: Controlled by program Units: Text Name of the Power Spectral Density-type load case. Field: Deviation Field is Imported: Yes Format: Controlled by program Units: Unitless The specified modal deviations. These are specified as a fraction of the frequency value. For example a +2% deviation is entered as 0.02 and a -3% deviation is entered as -0.03. The specified deviation must be greater than -1.0. Table: Case - Power Spectral Density 5 - Added Specified Frequencies Field: Case Field is Imported: Yes Format: Controlled by program Units: Text Name of the Power Spectral Density-type load case. Table: Case - Power Spectral Density 4 - Added Frequency Deviations Field: AddMDev Page 385 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Frequency Field is Imported: Yes Format: Frequency (Time-Related section of form) Units: Cyc/sec The specified frequencies. Table: Case - Power Spectral Density 6 - Constant Damping Field: Case Field is Imported: Yes Format: Controlled by program Units: Text Name of the Power Spectral Density-type load case. Field: MassCoeff Field is Imported: Yes Format: Controlled by program Units: 1/Sec2 The mass proportional coefficient for constant hysteretic damping. Field: StiffCoeff Field is Imported: Yes Format: Controlled by program Units: Unitless The stiffness proportional coefficient for constant hysteretic damping. Table: Case - Power Spectral Density 7 - Interpolated Damping Field: Case Field is Imported: Yes Format: Controlled by program Units: Text Name of the Power Spectral Density-type load case. Table: Case - Power Spectral Density 6 - Constant Damping Field: Frequency Page 386 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: FreqUnits Field is Imported: Yes Format: Controlled by program Units: Text This is either Hz or RPM indicating the units of the frequency when it is displayed on the form. Hz is the same as cycles per second and RPM is revolutions per minute. Note that the frequency is always displayed in Hz in the tables. Field: Frequency Field is Imported: Yes Format: Frequency (Time-Related section of form) Units: Cyc/sec The frequency at which the specified mass and stiffness proportional coefficients apply. Field: MassCoeff Field is Imported: Yes Format: Controlled by program Units: 1/Sec2 The mass proportional coefficient for interpolated hysteretic damping. Field: StiffCoeff Field is Imported: Yes Format: Controlled by program Units: Unitless The stiffness proportional coefficient for interpolated hysteretic damping. Table: Case - Response Spectrum 1 - General Field: Case Field is Imported: Yes Format: Controlled by program Units: Text Name of the Response Spectrum-type load case. Field: ModalCombo Field is Imported: Yes Format: Controlled by program Units: Text The modal combination method. This is either CQC, SRSS, ABS, GMC, 10 Percent or Double Sum. Table: Case - Response Spectrum 1 - General Field: FreqUnits Page 387 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: GMCf1 Field is Imported: Yes Format: Frequency (Time-Related section of form) Units: Cyc/sec GMCf1 and GMCf2 are frequencies that define the rigid-response content of the ground motion. Field: GMCf2 Field is Imported: Yes Format: Frequency (Time-Related section of form) Units: Cyc/sec GMCf1 and GMCf2 are frequencies that define the rigid-response content of the ground motion. Field: PerRigid Field is Imported: Yes Format: Controlled by program Units: Text This is either SRSS or ABS indication the periodic plus rigid modal combination optionmotion when the GMC modal combination method is used. Field: td Field is Imported: Yes Format: Other Time (Seconds) (Time-Related section of form) Units: Sec The earthquake duration used in applying the Double Sum modal combination method. Field: DirCombo Field is Imported: Yes Format: Controlled by program Units: Text The directional combination method. This is either SRSS or ABS. Field: ABSSF Field is Imported: Yes Format: Controlled by program Units: Unitless The scale factor used for the ABS directional combination method. Table: Case - Response Spectrum 1 - General Field: GMCf1 Page 388 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: DampingType Field is Imported: No Format: Controlled by program Units: Text This item is either Constant, Inter-Period, Inter-Freq or Pro-Direct, Pro-Period, or Pro-Freq indicating the method used to specify the modal damping. Inter-Period means to interpolate based on damping given at specified periods. Inter-Freq means to interpolate based on damping given at specified frequencies. Pro-Direct means mass and stiffness proportional coefficients are directly specified. Pro-Period means that mass and stiffness proportional coefficients are calculated based on two specified period and damping sets. Pro-Freq means that mass and stiffness proportional coefficients are calculated based on two specified frequency and damping sets. Field: ConstDamp Field is Imported: Yes Format: Damping Ratios (Damping Items section of form) Units: Unitless This item only applies if the DampingType is Constant. It is the constant modal damping (as a fraction of critical damping, 0.05 = 5%) applied to all modes. The damping reported here does not include any additional modal damping that may come from link objects in the structure. Field: EccenRatio Field is Imported: Yes Format: Controlled by program Units: Unitless The eccentricity ratio applicable to all rigid diaphragms. Field: NumOverride Field is Imported: No Format: Controlled by program Units: Unitless The number of rigid diaphragms for which eccentricity overrides are specified. Table: Case - Response Spectrum 1 - General Field: DampingType Page 389 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Case - Response Spectrum 2 - Load Assignments Field: Case Field is Imported: Yes Format: Controlled by program Units: Text Name of the Response Spectrum-type load case. Field: LoadType Field is Imported: No Format: Controlled by program Units: Text This is Acceleration indicating the type of load specified. Field: LoadName Field is Imported: Yes Format: Controlled by program Units: Text This is either Accel U1, Accel U2, Accel U3, Accel R1, Accel R2, or Accel R3. Field: CoordSys Field is Imported: Yes Format: Controlled by program Units: Text Name of the coordinate system used to define the local acceleration directions. Field: Function Field is Imported: Yes Format: Controlled by program Units: Text The name of a function that defines the response spectrum curve used for the specified acceleration. Field: Angle Field is Imported: Yes Format: Angles (Structure Dimensions section of form) Units: Degrees The coordinate angle between the response spectrum local 1 axis and the positive X-axis in the coordinate system specified by the CoordSys item. Positive angles are measured counterclockwise from the coordinate system X axis to the response spectrum local 1 axis. Table: Case - Response Spectrum 2 - Load Assignments Field: Case Page 390 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: TransAccSF Field is Imported: Yes Format: Acceleration-Trans (Time-Related section of form) Units: Length/sec2 A scale factor multiplying the translational acceleration values of the associated response spectrum function. Field: RotAccSF Field is Imported: Yes Format: Acceleration-Rot (Time-Related section of form) Units: rad/sec2 A scale factor multiplying the rotational acceleration values of the associated response spectrum function. Table: Case - Response Spectrum 3 - Interpolated Damping Field: Case Field is Imported: Yes Format: Controlled by program Units: Text Name of the Response Spectrum-type load case. Field: Period Field is Imported: Yes Format: Period (Time-Related section of form) Units: Sec The period at which the specified damping ratio applies. Field: Frequency Field is Imported: Yes Format: Frequency (Time-Related section of form) Units: Cyc/sec The frequency at which the specified damping ratio applies. Field: Damping Field is Imported: Yes Format: Damping Ratios (Damping Items section of form) Units: Unitless The damping ratio as a fraction of critical damping (0.05 = 5%). Table: Case - Response Spectrum 3 - Interpolated Damping Field: TransAccSF Page 391 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Case - Response Spectrum 4 - Proportional Damping Field: Case Field is Imported: Yes Format: Controlled by program Units: Text Name of the Response Spectrum-type load case. Field: SpecifyType Field is Imported: No Format: Controlled by program Units: Text This is either Direct, Period or Frequency indicating the method used to specify the mass and stiffness coefficients. Direct means that they are directly specified. Period means that they are specified using two periods and two associated damping ratios. Frequency means that they are specified using two frequencies and two associated damping ratios. Field: MassCoeff Field is Imported: Yes Format: Controlled by program Units: 1/Sec The specified mass coefficient. Field: StiffCoeff Field is Imported: Yes Format: Other Time (Seconds) (Time-Related section of form) Units: Sec The specified stiffness coefficient. Field: Period1 Field is Imported: No Format: Period (Time-Related section of form) Units: Sec The first period value used when the SpecifyType item is Period. Field: Frequency1 Field is Imported: No Format: Frequency (Time-Related section of form) Units: Cyc/sec The first frequency value used when the SpecifyType item is Frequency. Table: Case - Response Spectrum 4 - Proportional Damping Field: Case Page 392 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Damping1 Field is Imported: No Format: Damping Ratios (Damping Items section of form) Units: Unitless The first damping ratio value used when the SpecifyType item is either Period or Frequency. Field: Period2 Field is Imported: No Format: Period (Time-Related section of form) Units: Sec The second period value used when the SpecifyType item is Period. Field: Frequency2 Field is Imported: No Format: Frequency (Time-Related section of form) Units: Cyc/sec The second frequency value used when the SpecifyType item is Frequency. Field: Damping2 Field is Imported: No Format: Damping Ratios (Damping Items section of form) Units: Unitless The second damping ratio value used when the SpecifyType item is either Period or Frequency. Table: Case - Response Spectrum 5 - Damping Overrides Field: Case Field is Imported: Yes Format: Controlled by program Units: Text Name of the Response Spectrum-type load case. Field: Mode Field is Imported: Yes Format: Controlled by program Units: Text The mode number to which the specified damping applies. Table: Case - Response Spectrum 5 - Damping Overrides Field: Damping1 Page 393 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Damping Field is Imported: Yes Format: Damping Ratios (Damping Items section of form) Units: Unitless Fraction of critical damping for the specified mode (0.05 = 5% critical damping). Table: Case - Response Spectrum 6 - Eccentricity Overrides Field: Case Field is Imported: Yes Format: Controlled by program Units: Text Name of the Response Spectrum-type load case. Field: Diaphragm Field is Imported: Yes Format: Controlled by program Units: Text The name of the horizontal rigid diaphragm constraint to which the specified eccentricity applies. Field: Eccen Field is Imported: Yes Format: Absolute Distance (Structure Dimensions section of form) Units: Length User-specified eccentricity for the specified rigid diaphragm constraint. Note that this eccentricity is specified as an absolute length, not a ratio. Table: Case - Static 1 - Load Assignments Field: Case Field is Imported: Yes Format: Controlled by program Units: Text Name of the Static-type load case. Table: Case - Response Spectrum 6 - Eccentricity Overrides Field: Damping Page 394 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: LoadType Field is Imported: Yes Format: Controlled by program Units: Text This is either Load pattern, Accel, or Mode indicating the type of load specified. The Mode load type only applies to Nonlinear static analysis cases. Field: LoadName Field is Imported: Yes Format: Controlled by program Units: Text This is either the name of a load pattern, Accel UX, Accel UY, Accel UZ, or a mode number. Accel UX, UY and UZ are uniform translational accelerations acting in the global X, Y and Z directions, respectively. Accel RX, RY and RZ are uniform rotational accelerations acting about the global X, Y and Z directions, respectively. The force applied at each joint is proportional to the mass tributary to that joint. A mode number, together with an associated Modal load case implies a force at each joint in proportion to the product of the modal displacement, the modal circular frequency squared, and the mass tributary to that joint. The force is assumed to act in the direction of the modal displacement. Field: LoadSF Field is Imported: Yes Format: Controlled by program Units: Unitless A unitless scale factor that multiplies the associated load pattern (or mode) value. Field: TransAccSF Field is Imported: Yes Format: Acceleration-Trans (Time-Related section of form) Units: Length/sec2 A scale factor (with translational acceleration units) that multiplies the associated acceleration value. Field: RotAccSF Field is Imported: Yes Format: Acceleration-Rot (Time-Related section of form) Units: rad/sec2 A scale factor (with rotational acceleration units) that multiplies the associated rotational acceleration value. Table: Case - Static 1 - Load Assignments Field: LoadType Page 395 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Case - Static 2 - Nonlinear Load Application Field: Case Field is Imported: Yes Format: Controlled by program Units: Text Name of the Static-type load case. Field: LoadApp Field is Imported: Yes Format: Controlled by program Units: Text This item is either Full Load or Displ Ctrl indicating the type of load application. Field: DisplType Field is Imported: Yes Format: Controlled by program Units: Text This is either Conjugate or Monitored indicating the control displacement type. Field: TargetDispl Field is Imported: Yes Format: Translational Displ (Displacements section of form) Units: Length The target translational displacement for the displacement-controlled nonlinear static case. Field: TargetRot Field is Imported: Yes Format: Rotational Displ (Displacements section of form) Units: Radians The target rotational displacement for the displacement-controlled nonlinear static case. Field: MonitorDOF Field is Imported: Yes Format: Controlled by program Units: Text This item is either U1, U2, U3, R1, R2, or R3. It is the degree of freedom of the specified joint for which the displacement is monitored. Table: Case - Static 2 - Nonlinear Load Application Field: Case Page 396 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: MonitorJt Field is Imported: Yes Format: Controlled by program Units: Text The label of the joint at which the displacement is monitored. Field: GenDispl Field is Imported: Yes Format: Controlled by program Units: Text The label of a generalized displacement for which the displacement is monitored. Table: Case - Static 4 - Nonlinear Parameters Field: Case Field is Imported: Yes Format: Controlled by program Units: Text Name of the Static-type load case. Field: Unloading Field is Imported: Yes Format: Controlled by program Units: Text This item is either Unload Entire, Local Redist or Restart Secant indicating the unloading method used when a hinge drops load. Field: GeoNonLin Field is Imported: Yes Format: Controlled by program Units: Text This item is either None, P-Delta, or Large Displ indicating the type of geometric nonlinearity used for this load case, if any. Field: ResultsSave Field is Imported: Yes Format: Controlled by program Units: Text This item is either Final State or Multiple States indicating the how much of the analysis results are saved. Table: Case - Static 4 - Nonlinear Parameters Field: MonitorJt Page 397 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation This item does not apply for staged construction analysis; see the StageSave item instead. Field: MinNumState Field is Imported: Yes Format: Controlled by program Units: Unitless The specified minimum number of saved states. This item only applies if the ResultsSave item is Multiple States. Field: MaxNumState Field is Imported: Yes Format: Controlled by program Units: Unitless The specified maximum number of saved states. This item only applies if the ResultsSave item is Multiple States. Field: PosIncOnly Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if positive displacement increments only are saved. Otherwise it is No. This item only applies if the ResultsSave item is Multiple States. Field: MaxTotal Field is Imported: Yes Format: Controlled by program Units: Unitless Maximum total number of steps per stage. Field: MaxNull Field is Imported: Yes Format: Controlled by program Units: Unitless Maximum number of null (zero) steps per stage. Field: MaxIterCS Field is Imported: Yes Format: Controlled by program Units: Unitless Maximum number of constant-stiffness iterations per step. Table: Case - Static 4 - Nonlinear Parameters Field: MinNumState Page 398 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: MaxIterNR Field is Imported: Yes Format: Controlled by program Units: Unitless Maximum number of Newton-Raphson iterations per step. Field: ItConvTol Field is Imported: Yes Format: Controlled by program Units: Unitless Relative iteration convergence tolerance. Field: UseEvStep Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if event-to-event stepping is used. Otherwise it is No. Field: EvLumpTol Field is Imported: Yes Format: Controlled by program Units: Unitless Relative event lumping tolerance. Field: LSPerIter Field is Imported: Yes Format: Controlled by program Units: Unitless Maximum number of line searches per iteration. Field: LSTol Field is Imported: Yes Format: Controlled by program Units: Unitless The line search acceptance tolerance (relative). Field: LSStepFact Field is Imported: Yes Format: Controlled by program Units: Unitless The line search step factor. Table: Case - Static 4 - Nonlinear Parameters Field: MaxIterNR Page 399 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: StageSave Field is Imported: Yes Format: Controlled by program Units: Text This item is either End of Final Stage, End of Each Stage, Start and End of Each Stage, or Two or More Times In Each Stage indicating the results that are saved for the staged construction analysis. This item only applies for staged construction analysis. Field: StageMinIns Field is Imported: Yes Format: Controlled by program Units: Unitless The minimum number of steps used to apply an instantaneous load in a staged construction analysis. This item only applies for staged construction analysis when the StageSave item is Two or More Times In Each Stage. Field: StageMinTD Field is Imported: Yes Format: Controlled by program Units: Unitless The minimum number of steps used for analysis of time dependent items in a staged construction analysis. This item only applies for staged construction analysis when the StageSave item is Two or More Times In Each Stage. Field: FrameTC Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if frame object tension or compression only is considered. Otherwise it is No. Field: FrameHinge Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if frame object hinges are considered. Otherwise it is No. Table: Case - Static 4 - Nonlinear Parameters Field: StageSave Page 400 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: CableTC Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if cable object tension or compression only is considered. Otherwise it is No. Field: LinkTC Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if hook and gap object tension and compression only is considered. Otherwise it is No. Field: LinkOther Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if other link object nonlinearity is considered. Otherwise it is No. This item includes all link nonlinearity not included in the LinkTC item. Field: TimeDepMat Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if specified time dependent material properties are considered. Otherwise it is No. This item only applies for staged construction analysis. Field: TFMaxIter Field is Imported: Yes Format: Controlled by program Units: Unitless The maximum number of iterations per stage for target force iterations. Field: TFTol Field is Imported: Yes Format: Controlled by program Units: Unitless The relative convergence tolerance for target force iterations. Table: Case - Static 4 - Nonlinear Parameters Field: CableTC Page 401 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: TFAccelFact Field is Imported: Yes Format: Controlled by program Units: Unitless The acceleration factor for target force iterations. Field: TFNoStop Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if an the analysis is to continue when there is no convergence in the target force iterations. Otherwise it is No. Table: Case - Static 5 - Nonlinear Stage Definitions Field: Case Field is Imported: Yes Format: Controlled by program Units: Text The name of a static nonlinear staged construction load case. Field: Stage Field is Imported: Yes Format: Controlled by program Units: Unitless The stage number considered. Field: Duration Field is Imported: Yes Format: Controlled by program Units: Unitless The duration of the stage in days. Field: Output Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if analysis output is to be saved for the stage; otherwise it is No. Table: Case - Static 5 - Nonlinear Stage Definitions Field: TFAccelFact Page 402 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: OutputName Field is Imported: Yes Format: Controlled by program Units: Text The user-specified analysis output name for this stage. Field: Comment Field is Imported: Yes Format: Controlled by program Units: Text User comments associated with this stage. Table: Case - Static 6 - Nonlinear Stage Data Field: Case Field is Imported: Yes Format: Controlled by program Units: Text The name of a static nonlinear staged construction load case. Field: Stage Field is Imported: Yes Format: Controlled by program Units: Unitless The stage number considered. Field: Operation Field is Imported: Yes Format: Controlled by program Units: Text This is either Add Structure, Remove Structure, Load Objects, Load Objects If New, Change Section, Change Modifiers or Change Releases indicating an operation that is performed in the specified stage. Load Objects If New means that only the objects that are new to the structure in the specified stage, and are specified to be loaded will be loaded. If no objects in the specified group are added in the specified stage then no load is applied when using Load Objects If New. Load Objects means that all objects specified to be loaded will be loaded whether or not they were added in the specified stage. Table: Case - Static 6 - Nonlinear Stage Data Field: OutputName Page 403 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ObjType Field is Imported: Yes Format: Controlled by program Units: Text This is either Group, Frame, Cable, Tendon, Area, Solid, Link or Point indicating the type of object for which the specified operation is performed. Field: ObjName Field is Imported: Yes Format: Controlled by program Units: Text This is the name of the Group, Frame, Cable, Tendon, Area, Solid, Link or Point object (depending on the value of the ObjType item) on which the specified operation is performed. Field: Age Field is Imported: Yes Format: Controlled by program Units: Unitless This item only applies when the Operation item is Add Structure. It is the age of the added structure, at the time it is added, in days. Field: LoadType Field is Imported: Yes Format: Controlled by program Units: Text This item only applies when the Operation item is Load Objects or Load Objects If New. It is either Load pattern or Accel indicating the type of load specified. Field: LoadName Field is Imported: Yes Format: Controlled by program Units: Text This item only applies when the Operation item is Load Objects or Load Objects If New. It is either the name of a load pattern, Accel UX, Accel UY, or Accel UZ. Accel UX, UY and UZ imply a uniform acceleration acting in the global X, Y and Z directions, respectively. The force applied at each joint is proportional to the mass tributary to that joint. . Table: Case - Static 6 - Nonlinear Stage Data Field: ObjType Page 404 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: LoadSF Field is Imported: Yes Format: Controlled by program Units: Unitless This item only applies when the Operation item is Load Objects or Load Objects If New. It is a unitless scale factor that multiplies the associated load pattern value. Field: TransAccSF Field is Imported: Yes Format: Acceleration-Trans (Time-Related section of form) Units: Length/sec2 This item only applies when the Operation item is Load Objects or Load Objects If New. It is a scale factor (with translational acceleration units) that multiplies the associated acceleration value. Field: ItemType Field is Imported: Yes Format: Controlled by program Units: Text This item only applies when the Operation item is Change Section, Change Modifiers or Change Releases. It is either Frame, Cable, Tendon or Area indicating the object item type to which the change applies. For operation Change Section, the item types Frame, Cable, Tendon and Area are applicable. For operation Change Modifiers, the item types Frame, Cable and Tendon are applicable. For operation Change Releases, the item type Frame is applicable. . Field: ItemName Field is Imported: Yes Format: Controlled by program Units: Text This item only applies when the Operation item is Change Section, Change Modifiers or Change Releases. For operation Change Section, depending on the value of the ItemType item, it is the name of the new frame, cable, tendon, area, solid or link section. For operation Change Modifiers, depending on the value of the ItemType item, it is the name of the new named frame, cable, or area modifier. For operation Change Releases, it is the name of the new named frame release. Table: Case - Static 6 - Nonlinear Stage Data Field: LoadSF Page 405 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Case - Steady State 1 - General Field: Case Field is Imported: Yes Format: Controlled by program Units: Text Name of the Steady State-type load case. Field: SolType Field is Imported: Yes Format: Controlled by program Units: Text This item is either Modal or Direct indicating the type of solution. Field: FirstFreq Field is Imported: Yes Format: Frequency (Time-Related section of form) Units: Cyc/sec This item is the specified first frequency. The analysis is performed for the specified FirstFreq and LastFreq and if FreqInc is greater than 1 for intermediate frequencies and for any additional frequencies specified that fall between the FirstFreq and the LastFreq. Field: LastFreq Field is Imported: Yes Format: Frequency (Time-Related section of form) Units: Cyc/sec This item is the specified last frequency. The analysis is performed for the specified FirstFreq and LastFreq and if FreqInc is greater than 1 for intermediate frequencies and for any additional frequencies specified that fall between the FirstFreq and the LastFreq. Field: NumFreqInc Field is Imported: Yes Format: Controlled by program Units: Unitless This item is the specified number of frequency increments. If this item is set to 1 then the analysis is performed for the specified FirstFreq and LastFreq. Table: Case - Steady State 1 - General Field: Case Page 406 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: DampingType Field is Imported: Yes Format: Controlled by program Units: Text This item is either Constant or Interpolated indicating the type of hysteretic damping specified. Field: AddFreqs Field is Imported: No Format: Controlled by program Units: Yes/No This item is Yes if additional frequencies have been specified. Otherwise it is No. Table: Case - Steady State 2 - Load Assignments Field: Case Field is Imported: Yes Format: Controlled by program Units: Text Name of the Steady State-type load case. Field: LoadType Field is Imported: Yes Format: Controlled by program Units: Text This is either Load pattern or Accel indicating the type of load specified. Field: LoadName Field is Imported: Yes Format: Controlled by program Units: Text This item is either the name of a load pattern or it is one of Accel U1, Accel U2, Accel U3, Accel R1, Accel R2, or Accel R3. The Accel items refer to ground acceleration loads in acceleration local coordinates. Note that the acceleration local coordinates are defined by the CoordSys and Angle items. Field: Function Field is Imported: Yes Format: Controlled by program Units: Text Name of a function of frequency versus value items. Table: Case - Steady State 2 - Load Assignments Field: DampingType Page 407 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: LoadSF Field is Imported: Yes Format: Controlled by program Units: Unitless Scale factor multiplying the ordinate values of the specified function. This item applies when the load item is a load pattern. Field: TransAccSF Field is Imported: Yes Format: Acceleration-Trans (Time-Related section of form) Units: Length/sec2 Scale factor multiplying the ordinate values of the specified function. This item applies when the load item is a translational acceleration. Field: RotAccSF Field is Imported: Yes Format: Acceleration-Rot (Time-Related section of form) Units: rad/sec2 Scale factor multiplying the ordinate values of the specified function. This item applies when the load item is a rotational acceleration. Field: PhaseAngle Field is Imported: Yes Format: Angles (Structure Dimensions section of form) Units: Degrees The phase angle in degrees. Field: CoordSys Field is Imported: Yes Format: Controlled by program Units: Text Coordinate system used to define the acceleration directions. This item only applies when the LoadType item is Accel. Field: Angle Field is Imported: Yes Format: Angles (Structure Dimensions section of form) Units: Degrees Coordinate angle between the acceleration local 1 axis and the +X-axis of the coordinate system specified by the CoordSys item. The rotation is about the Z-axis of the specified coordinate system. This item only applies when the LoadType item is Accel. Table: Case - Steady State 2 - Load Assignments Field: LoadSF Page 408 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Case - Steady State 3 - Added Frequencies General Field: Case Field is Imported: Yes Format: Controlled by program Units: Text Name of the Steady State-type load case. Field: AddMFreq Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if modal frequencies are added. Otherwise it is No. Field: AddMDev Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if modal frequency deviations are added. Otherwise it is No. Field: AddSpFreq Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if specified frequencies are added. Otherwise it is No. Table: Case - Steady State 4 - Added Frequency Deviations Field: Case Field is Imported: Yes Format: Controlled by program Units: Text Name of the Steady State-type load case. Field: Deviation Field is Imported: Yes Format: Controlled by program Units: Unitless The specified modal deviations. These are specified as a fraction of the frequency value. For example a +2% deviation is entered as 0.02 and a -3% deviation is entered as -0.03. The specified deviation must be greater than -1.0. Table: Case - Steady State 3 - Added Frequencies General Field: Case Page 409 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Case - Steady State 5 - Added Specified Frequencies Field: Case Field is Imported: Yes Format: Controlled by program Units: Text Name of the Steady State-type load case. Field: Frequency Field is Imported: Yes Format: Frequency (Time-Related section of form) Units: Cyc/sec The specified frequencies. Table: Case - Steady State 6 - Constant Damping Field: Case Field is Imported: Yes Format: Controlled by program Units: Text Name of the Steady State-type load case. Field: MassCoeff Field is Imported: Yes Format: Controlled by program Units: 1/Sec2 The mass proportional coefficient for constant hysteretic damping. Field: StiffCoeff Field is Imported: Yes Format: Controlled by program Units: Unitless The stiffness proportional coefficient for constant hysteretic damping. Table: Case - Steady State 5 - Added Specified Frequencies Field: Case Page 410 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Case - Steady State 7 - Interpolated Damping Field: Case Field is Imported: Yes Format: Controlled by program Units: Text Name of the Steady State-type load case. Field: FreqUnits Field is Imported: Yes Format: Controlled by program Units: Text This is either Hz or RPM indicating the units of the frequency when it is displayed on the form. Hz is the same as cycles per second and RPM is revolutions per minute. Note that the frequency is always displayed in Hz in the tables. Field: Frequency Field is Imported: Yes Format: Frequency (Time-Related section of form) Units: Cyc/sec The frequency at which the specified mass and stiffness proportional coefficients apply. Field: MassCoeff Field is Imported: Yes Format: Controlled by program Units: 1/Sec2 The mass proportional coefficient for interpolated hysteretic damping. Field: StiffCoeff Field is Imported: Yes Format: Controlled by program Units: Unitless The stiffness proportional coefficient for interpolated hysteretic damping. Table: Combination Definitions Field: ComboName Field is Imported: Yes Format: Controlled by program Units: Text Name of the combination. Table: Case - Steady State 7 - Interpolated Damping Field: Case Page 411 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ComboType Field is Imported: Yes Format: Controlled by program Units: Text This is either Linear Add, Envelope, Abs Add, SRSS or Range Add indicating the type of combination. Field: AutoDesign Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the combination is an automatic design combination. Otherwise it is No. Field: CaseType Field is Imported: No Format: Controlled by program Units: Text This is either Linear Static, NonLin Static, Modal, Response Spectrum, Linear Modal Hist, NonLin Modal Hist, Linear Dynamic, NonLin Dynamic, Moving Load, Buckling, Steady State, or Response Combo indicating the type of the associated load case. Field: CaseName Field is Imported: Yes Format: Controlled by program Units: Text The name of a load case or combination that is included in the combination. Field: ScaleFactor Field is Imported: Yes Format: Controlled by program Units: Unitless A scale factor that is applied to the associated load case for the specified combination. Field: SteelDesign Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the combination is selected for Steel design. Otherwise it is No. Table: Combination Definitions Field: ComboType Page 412 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ConcDesign Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the combination is selected for Concrete design. Otherwise it is No. Field: AlumDesign Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the combination is selected for Aluminum design. Otherwise it is No. Field: ColdDesign Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the combination is selected for Cold Formed Steel design. Otherwise it is No. Field: GUID Field is Imported: Yes Format: Controlled by program Units: Text The global unique identifier (GUID) for the specified load combination. Field: Notes Field is Imported: Yes Format: Controlled by program Units: Text User notes for the specified load combination. Table: Connectivity - Area Field: Area Field is Imported: Yes Format: Controlled by program Units: Text Label of an area object. Table: Connectivity - Area Field: ConcDesign Page 413 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: NumJoints Field is Imported: No Format: Controlled by program Units: Unitless The number of joints that define the area object. Field: Joint1 Field is Imported: Yes Format: Controlled by program Units: Text Use the Joint1, Joint2, Joint3 and Joint4 fields to list the joints defining the area object in order either counter-clockwise or clockwise around the object. If the area object has more than four joints then use multiple records to listall of the joints. Be sure the the area object label is entered for each record associated with the object. Field: Joint2 Field is Imported: Yes Format: Controlled by program Units: Text Use the Joint1, Joint2, Joint3 and Joint4 fields to list the joints defining the area object in order either counter-clockwise or clockwise around the object. If the area object has more than four joints then use multiple records to listall of the joints. Be sure the the area object label is entered for each record associated with the object. Field: Joint3 Field is Imported: Yes Format: Controlled by program Units: Text Use the Joint1, Joint2, Joint3 and Joint4 fields to list the joints defining the area object in order either counter-clockwise or clockwise around the object. If the area object has more than four joints then use multiple records to listall of the joints. Be sure the the area object label is entered for each record associated with the object. Field: Joint4 Field is Imported: Yes Format: Controlled by program Units: Text Use the Joint1, Joint2, Joint3 and Joint4 fields to list the joints defining the area object in order either counter-clockwise or clockwise around the object. If the area object has more than four joints then use multiple records to listall of the joints. Be sure the the area object label is entered for each record associated with the object. Table: Connectivity - Area Field: NumJoints Page 414 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Perimeter Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length Perimeter of the Area object. Field: AreaArea Field is Imported: No Format: Area (Section Dimensions section of form) Units: Length2 Area of the area object. Field: Volume Field is Imported: No Format: Length3 (Section Dimensions section of form) Units: Length3 Volume of the area object (area times membrane thickness). This item is only available when the analysis model exists. Field: CentroidX Field is Imported: No Format: Coordinates (Structure Dimensions section of form) Units: Length Global X coordinate of the centroid of the Area object. Field: CentroidY Field is Imported: No Format: Coordinates (Structure Dimensions section of form) Units: Length Global Y coordinate of the centroid of the Area object. Field: CentroidZ Field is Imported: No Format: Coordinates (Structure Dimensions section of form) Units: Length Global Z coordinate of the centroid of the Area object. Field: GUID Field is Imported: Yes Format: Controlled by program Units: Text The global unique identifier (GUID) for the specified area object. Table: Connectivity - Area Field: Perimeter Page 415 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Connectivity - Cable Field: Cable Field is Imported: Yes Format: Controlled by program Units: Text Label of a Cable object. Field: JointI Field is Imported: Yes Format: Controlled by program Units: Text Label of joint I for the Cable object. Field: JointJ Field is Imported: Yes Format: Controlled by program Units: Text Label of joint J for the Cable object. Field: Length Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length Total length of the cable object. Field: GUID Field is Imported: Yes Format: Controlled by program Units: Text The global unique identifier (GUID) for the specified cable object. Table: Connectivity - Frame Field: Frame Field is Imported: Yes Format: Controlled by program Units: Text Label of a Frame object. Table: Connectivity - Cable Field: Cable Page 416 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: JointI Field is Imported: Yes Format: Controlled by program Units: Text Label of joint I for the Frame object. Field: JointJ Field is Imported: Yes Format: Controlled by program Units: Text Label of joint J for the Frame object. Field: IsCurved Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is yes if the frame object is curved. Otherwise it is No. Field: Length Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length Total length of the frame object. Field: CentroidX Field is Imported: No Format: Coordinates (Structure Dimensions section of form) Units: Length Global X coordinate of the centroid of the Frame object. Field: CentroidY Field is Imported: No Format: Coordinates (Structure Dimensions section of form) Units: Length Global Y coordinate of the centroid of the Frame object. Field: CentroidZ Field is Imported: No Format: Coordinates (Structure Dimensions section of form) Units: Length Global Z coordinate of the centroid of the Frame object. Table: Connectivity - Frame Field: JointI Page 417 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: GUID Field is Imported: Yes Format: Controlled by program Units: Text The global unique identifier (GUID) for the specified frame object. Table: Connectivity - Link Field: Link Field is Imported: Yes Format: Controlled by program Units: Text Label of a Link object. Field: JointI Field is Imported: Yes Format: Controlled by program Units: Text Label of joint I for the Link object. Field: JointJ Field is Imported: Yes Format: Controlled by program Units: Text Label of joint J for the Link object. Field: Length Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length Total length of the link object. Field: CentroidX Field is Imported: No Format: Coordinates (Structure Dimensions section of form) Units: Length Global X coordinate of the centroid of the Link object. Table: Connectivity - Link Field: GUID Page 418 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: CentroidY Field is Imported: No Format: Coordinates (Structure Dimensions section of form) Units: Length Global Y coordinate of the centroid of the Link object. Field: CentroidZ Field is Imported: No Format: Coordinates (Structure Dimensions section of form) Units: Length Global Z coordinate of the centroid of the Link object. Field: GUID Field is Imported: Yes Format: Controlled by program Units: Text The global unique identifier (GUID) for the specified link object. Table: Connectivity - Solid Field: Solid Field is Imported: Yes Format: Controlled by program Units: Text Label of a Solid object. Field: Joint1 Field is Imported: Yes Format: Controlled by program Units: Text Label of joint 1 for the Solid object. Field: Joint2 Field is Imported: Yes Format: Controlled by program Units: Text Label of joint 2 for the Solid object. Table: Connectivity - Solid Field: CentroidY Page 419 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Joint3 Field is Imported: Yes Format: Controlled by program Units: Text Label of joint 3 for the Solid object. Field: Joint4 Field is Imported: Yes Format: Controlled by program Units: Text Label of joint 4 for the Solid object. Field: Joint5 Field is Imported: Yes Format: Controlled by program Units: Text Label of joint 5 for the Solid object. Field: Joint6 Field is Imported: Yes Format: Controlled by program Units: Text Label of joint 6 for the Solid object. Field: Joint7 Field is Imported: Yes Format: Controlled by program Units: Text Label of joint 7 for the Solid object. Field: Joint8 Field is Imported: Yes Format: Controlled by program Units: Text Label of joint 8 for the Solid object. Field: Volume Field is Imported: No Format: Length3 (Section Dimensions section of form) Units: Length3 Total volume of the solid object. Table: Connectivity - Solid Field: Joint3 Page 420 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: CentroidX Field is Imported: No Format: Coordinates (Structure Dimensions section of form) Units: Length Global X coordinate of the centroid of the Solid object. Field: CentroidY Field is Imported: No Format: Coordinates (Structure Dimensions section of form) Units: Length Global Y coordinate of the centroid of the Solid object. Field: CentroidZ Field is Imported: No Format: Coordinates (Structure Dimensions section of form) Units: Length Global Z coordinate of the centroid of the Solid object. Field: GUID Field is Imported: Yes Format: Controlled by program Units: Text The global unique identifier (GUID) for the specified solid object. Table: Connectivity - Tendon Field: Tendon Field is Imported: Yes Format: Controlled by program Units: Text Label of a Tendon object. Field: JointI Field is Imported: Yes Format: Controlled by program Units: Text Label of joint I for the Tendon object. Table: Connectivity - Tendon Field: CentroidX Page 421 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: JointJ Field is Imported: Yes Format: Controlled by program Units: Text Label of joint J for the Tendon object. Field: Length Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length Total length of the tendon object. Field: GUID Field is Imported: Yes Format: Controlled by program Units: Text The global unique identifier (GUID) for the specified tendon object. Table: Constraint Definitions - Beam Field: Name Field is Imported: Yes Format: Controlled by program Units: Text Name of a Beam constraint. Field: CoordSys Field is Imported: Yes Format: Controlled by program Units: Text Name of the coordinate system in which the Beam constraint is defined. Field: Axis Field is Imported: Yes Format: Controlled by program Units: Text Axis in the specified coordinate system that is parallel to the axis of the Beam constraint. This may be X, Y, Z or Auto. If Auto then the axis is automatically determined from the joints assigned to the constraint. Table: Constraint Definitions - Beam Field: JointJ Page 422 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Constraint Definitions - Body Field: Name Field is Imported: Yes Format: Controlled by program Units: Text Name of a Body constraint. Field: CoordSys Field is Imported: Yes Format: Controlled by program Units: Text Name of the coordinate system in which the Body constraint is defined. Field: UX Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if DOF UX is constrained. Otherwise it is No. Field: UY Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if DOF UY is constrained. Otherwise it is No. Field: UZ Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if DOF UZ is constrained. Otherwise it is No. Field: RX Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if DOF RX is constrained. Otherwise it is No. Table: Constraint Definitions - Body Field: Name Page 423 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: RY Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if DOF RY is constrained. Otherwise it is No. Field: RZ Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if DOF RZ is constrained. Otherwise it is No. Table: Constraint Definitions - Bridge Object Flags Field: Name Field is Imported: Yes Format: Controlled by program Units: Text The name of a constraint. Field: Type Field is Imported: No Format: Controlled by program Units: Text The type of constraint. Field: AutoBridge Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the constraint is automatically created from a bridge object. Otherwise it is No. Field: BridgeObj Field is Imported: Yes Format: Controlled by program Units: Text The name of the bridge object with which this constraint is associated. Table: Constraint Definitions - Bridge Object Flags Field: RY Page 424 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: BOSpan Field is Imported: Yes Format: Controlled by program Units: Text The name of the span in the bridge object with which this constraint is associated. Table: Constraint Definitions - Diaphragm Field: Name Field is Imported: Yes Format: Controlled by program Units: Text Name of a Diaphragm constraint. Field: CoordSys Field is Imported: Yes Format: Controlled by program Units: Text Name of the coordinate system in which the Diaphragm constraint is defined. Field: Axis Field is Imported: Yes Format: Controlled by program Units: Text Axis in the specified coordinate system that is perpendicular to the plane of the Diaphragm constraint. This may be X, Y, Z or Auto. If Auto then the axis is automatically determined from the joints assigned to the constraint. Field: MultiLevel Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is either Yes or No. If this item is Yes, then when the diaphragm constraint is assigned to selected joints using the Assign menu > Joint > Constraints command the program automatically creates new diaphragm constraint assignments at each different Z level among the selected joints. The Z level is determined in the constraint coordinate system. The new diaphragms constraint names have a prefix of the original diaphragm name and a suffix of the elevation. The elevation portion of the name is in the database units for the model, that is the units in which the model was created. Table: Constraint Definitions - Diaphragm Field: BOSpan Page 425 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Each selected point is assigned the diaphragm constraint for its Z elevation. The net result is a series of diaphragm assignments at different Z elevations. Note that this special multilevel assignment only works when the constraint assignment is made using the Assign menu > Joint > Constraints command. Any multilevel assignment made through the database is ignored and an error message is generated in the import log. Table: Constraint Definitions - Equal Field: Name Field is Imported: Yes Format: Controlled by program Units: Text Name of a Equal constraint. Field: CoordSys Field is Imported: Yes Format: Controlled by program Units: Text Name of the coordinate system in which the Equal constraint is defined. Field: UX Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if DOF UX is constrained. Otherwise it is No. Field: UY Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if DOF UY is constrained. Otherwise it is No. Field: UZ Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if DOF UZ is constrained. Otherwise it is No. Table: Constraint Definitions - Equal Field: Name Page 426 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: RX Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if DOF RX is constrained. Otherwise it is No. Field: RY Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if DOF RY is constrained. Otherwise it is No. Field: RZ Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if DOF RZ is constrained. Otherwise it is No. Table: Constraint Definitions - Line Field: Name Field is Imported: Yes Format: Controlled by program Units: Text Name of a Line constraint. Field: CoordSys Field is Imported: Yes Format: Controlled by program Units: Text Name of the coordinate system in which the Body constraint is defined. Field: UX Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if DOF UX is constrained. Otherwise it is No. Table: Constraint Definitions - Line Field: RX Page 427 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: UY Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if DOF UY is constrained. Otherwise it is No. Field: UZ Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if DOF UZ is constrained. Otherwise it is No. Field: RX Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if DOF RX is constrained. Otherwise it is No. Field: RY Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if DOF RY is constrained. Otherwise it is No. Field: RZ Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if DOF RZ is constrained. Otherwise it is No. Table: Constraint Definitions - Local Field: Name Field is Imported: Yes Format: Controlled by program Units: Text Name of a Local constraint. Table: Constraint Definitions - Local Field: UY Page 428 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: U1 Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if DOF U1 is constrained. Otherwise it is No. Field: U2 Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if DOF U2 is constrained. Otherwise it is No. Field: U3 Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if DOF U3 is constrained. Otherwise it is No. Field: R1 Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if DOF R1 is constrained. Otherwise it is No. Field: R2 Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if DOF R2 is constrained. Otherwise it is No. Field: R3 Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if DOF R3 is constrained. Otherwise it is No. Table: Constraint Definitions - Local Field: U1 Page 429 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Constraint Definitions - Plate Field: Name Field is Imported: Yes Format: Controlled by program Units: Text Name of a Plate constraint. Field: CoordSys Field is Imported: Yes Format: Controlled by program Units: Text Name of the coordinate system in which the Plate constraint is defined. Field: Axis Field is Imported: Yes Format: Controlled by program Units: Text Axis in the specified coordinate system that is perpendicular to the plane of the Plate constraint. This may be X, Y, Z or Auto. If Auto then the axis is automatically determined from the joints assigned to the constraint. Table: Constraint Definitions - Rod Field: Name Field is Imported: Yes Format: Controlled by program Units: Text Name of a Rod constraint. Field: CoordSys Field is Imported: Yes Format: Controlled by program Units: Text Name of the coordinate system in which the Rod constraint is defined. Table: Constraint Definitions - Plate Field: Name Page 430 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Axis Field is Imported: Yes Format: Controlled by program Units: Text Axis in the specified coordinate system that is parallel to the axis of the Rod constraint. This may be X, Y, Z or Auto. If Auto then the axis is automatically determined from the joints assigned to the constraint. Table: Constraint Definitions - Weld Field: Name Field is Imported: Yes Format: Controlled by program Units: Text Name of a Weld constraint. Field: CoordSys Field is Imported: Yes Format: Controlled by program Units: Text Name of the coordinate system in which the Weld constraint is defined. Field: UX Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if DOF UX is constrained. Otherwise it is No. Field: UY Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if DOF UY is constrained. Otherwise it is No. Field: UZ Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if DOF UZ is constrained. Otherwise it is No. Table: Constraint Definitions - Weld Field: Axis Page 431 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: RX Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if DOF RX is constrained. Otherwise it is No. Field: RY Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if DOF RY is constrained. Otherwise it is No. Field: RZ Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if DOF RZ is constrained. Otherwise it is No. Field: Tolerance Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The distance tolerance for the weld constraint. All joints within this distance of each other are "welded", that is, they are constrained by an internal body constraint. Table: Coordinate Systems Field: Name Field is Imported: Yes Format: Controlled by program Units: Text Label of a coordinate system. Field: Type Field is Imported: Yes Format: Controlled by program Units: Text This item is either Cartesian, Cylindrical or General indicating the type of coordinate system. Table: Coordinate Systems Field: RX Page 432 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: X Field is Imported: Yes Format: Coordinates (Structure Dimensions section of form) Units: Length Global X-coordinate of the origin of the coordinate system specified. Field: Y Field is Imported: Yes Format: Coordinates (Structure Dimensions section of form) Units: Length Global Y-coordinate of the origin of the coordinate system specified. Field: Z Field is Imported: Yes Format: Coordinates (Structure Dimensions section of form) Units: Length Global Z-coordinate of the origin of the coordinate system specified. Field: AboutZ Field is Imported: Yes Format: Angles (Structure Dimensions section of form) Units: Degrees The rotation of a coordinate system relative to the global coordinate system is defined as follows: (1) Rotate the coordinate system about the positive global Z-axis as defined by the AboutZ item. (2) Rotate the coordinate system about the positive global Y-axis as defined by the AboutY item. (3) Rotate the coordinate system about the positive global X-axis as defined by the AboutY item. Note that the order in which these rotations are performed is important. Field: AboutY Field is Imported: Yes Format: Angles (Structure Dimensions section of form) Units: Degrees The rotation of a coordinate system relative to the global coordinate system is defined as follows: (1) Rotate the coordinate system about the positive global Z-axis as defined by the AboutZ item. (2) Rotate the coordinate system about the positive global Y-axis as defined by the AboutY item. (3) Rotate the coordinate system about the positive global X-axis as defined by the AboutY item. Note that the order in which these rotations are performed is important. Table: Coordinate Systems Field: X Page 433 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: AboutX Field is Imported: Yes Format: Angles (Structure Dimensions section of form) Units: Degrees The rotation of a coordinate system relative to the global coordinate system is defined as follows: (1) Rotate the coordinate system about the positive global Z-axis as defined by the AboutZ item. (2) Rotate the coordinate system about the positive global Y-axis as defined by the AboutY item. (3) Rotate the coordinate system about the positive global X-axis as defined by the AboutY item. Note that the order in which these rotations are performed is important. Table: Database Documentation Field: TableKey Field is Imported: Yes Format: Controlled by program Units: Text The table name key. This key is used internally by the program and CAN NOT be changed by the user. Field: TableName Field is Imported: Yes Format: Controlled by program Units: Text The name of the database table as it appears in the database and in the printed output. Field: FieldKey Field is Imported: Yes Format: Controlled by program Units: Text The field name key. This key is used internally by the program and CAN NOT be changed by the user. Field: FieldName Field is Imported: Yes Format: Controlled by program Units: Text The name of the database field as it appears in the database and in the printed output. Table: Database Documentation Field: AboutX Page 434 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Description Field is Imported: Yes Format: Controlled by program Units: Text Description of a field in the associated database table. Field: FieldFormat Field is Imported: Yes Format: Controlled by program Units: Text The format type associated with the field. Field: FieldImport Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the field is imported. Otherwise it is No. Field: FieldRepeat Field is Imported: Yes Format: Controlled by program Units: Yes/No If the table needs to be broken up when printed, then if this item is Yes the associated field will be repeated. Field: FieldGroup Field is Imported: Yes Format: Controlled by program Units: Unitless Fields with the same group number are typically printed together in the printed output. Field: TableType Field is Imported: Yes Format: Controlled by program Units: Text This is either Input, Documentation or Output indicating the type of table. Table: Database Documentation Field: Description Page 435 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: TableArea Field is Imported: Yes Format: Controlled by program Units: Text The area of the Database Tables form which includes the check box that activates display of the associated table. Field: TableChkBox Field is Imported: Yes Format: Controlled by program Units: Text The check box that activates display of the associated table. Table: Database Field Names Field: TableName Field is Imported: Yes Format: Controlled by program Units: Text The table name. Field: FieldKey Field is Imported: Yes Format: Controlled by program Units: Text The field name key. This key is used internally by the program and CAN NOT be changed by the user. Field: FieldName Field is Imported: Yes Format: Controlled by program Units: Text The name of the database field as it appears in the database. Table: Database Field Names Field: TableArea Page 436 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Database Format Types Field: FormatType Field is Imported: Yes Format: Controlled by program Units: Text Type of item as specified in the Program Default Database Number Formatting Options form which is accessed using the Options menu > Database > Set Program Default DB Formatting command. Field: Units Field is Imported: Yes Format: Controlled by program Units: Text The units specified in the Database Display Format Form for the item. Field: DecPlaces Field is Imported: Yes Format: Controlled by program Units: Unitless The number of decimal places specified in the Database Display Format Form for the item. Field: MinSigFig Field is Imported: Yes Format: Controlled by program Units: Unitless The minimum number of significant figures specified in the Database Display Format Form for the item. Field: ZeroTol Field is Imported: Yes Format: Controlled by program Units: Unitless The zero tolerance specified in the Database Display Format Form for the item. Field: AlwaysE Field is Imported: Yes Format: Controlled by program Units: Yes/No The value specified for the Always Use E Format item in the Database Display Format Form for the item. Table: Database Format Types Field: FormatType Page 437 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ConvFactor Field is Imported: No Format: Controlled by program Units: Unitless The units conversion factor. Multiplying the value in the database table by this factor gives the value in the units specified in the Units field. Field: UnitsCurr Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the database data is always displayed in the current units. Otherwise it is No. Field: OverrideE Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the program is not to automatically convert to E format when the specified value is too small to display with the specified number of significant figures and decimal places. Otherwise it is No. When this item is Yes a value too small to display with the specified number of significant figures and decimal places is displayed with less significant figures and decimal places. If the value is smaller than 1 / (10 ^ NumDecimalPlaces) / 2, then it is reported as zero, regardless of the specified zero tolerance. If the value is greater than 1 / (10 ^ NumDecimalPlaces) / 2 but less than 1 / (10 ^ NumDecimalPlaces) then it is reported as 1 / (10 ^ NumDecimalPlaces). Table: Database Table Names Field: TableKey Field is Imported: Yes Format: Controlled by program Units: Text The table name key. This key is used internally by the program and CAN NOT be changed by the user. Field: TableName Field is Imported: Yes Format: Controlled by program Units: Text The name of the database table as it appears in the database. Table: Database Table Names Field: ConvFactor Page 438 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Frame Added Mass Assignments Field: Frame Field is Imported: Yes Format: Controlled by program Units: Text Label of a Frame object. Field: MassPerLen Field is Imported: Yes Format: Mass/Length (Mass and Weight section of form) Units: Force-Sec2/Length2 Added mass per unit length applied to the object. Table: Frame Auto Mesh Assignments Field: Frame Field is Imported: Yes Format: Controlled by program Units: Text Label of a Frame object. Field: AutoMesh Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the frame object is to be (internally) automatically meshed by the program for analysis. Field: AtJoints Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if automatic subdivision is to occur at intermediate joints along the frame object. Table: Frame Added Mass Assignments Field: Frame Page 439 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: AtFrames Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if automatic subdivision is to occur at intersections with other frame objects, area object edges or solid object edges. Field: NumSegments Field is Imported: Yes Format: Controlled by program Units: Unitless The minimum number of segments that the frame is to be divided into. If this item is zero then it does not apply. Field: MaxLength Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The maximum length of segments that the frame is to be divided into. If this item is zero then it does not apply. Field: MaxDegrees Field is Imported: Yes Format: Angles (Structure Dimensions section of form) Units: Degrees The maximum number of degrees that segments of curved frame members are to be divided into. If this item is zero then it does not apply. Table: Frame Bridge Object Flags Field: Frame Field is Imported: Yes Format: Controlled by program Units: Text Label of a Frame object. Table: Frame Bridge Object Flags Field: AtFrames Page 440 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: AutoBridge Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the frame object is automatically created from a bridge object. Otherwise it is No. Field: BridgeObj Field is Imported: Yes Format: Controlled by program Units: Text The name of the bridge object with which this frame object is associated. Field: BOSpan Field is Imported: Yes Format: Controlled by program Units: Text The name of the span in the bridge object with which this frame object is associated. Field: BOItemType Field is Imported: Yes Format: Controlled by program Units: Text This is either Span or Bent indicating the portion of the bridge object with which this frame object is associated. Field: BOBent Field is Imported: Yes Format: Controlled by program Units: Text The name of the bridge bent with which this frame object is associated. This item is only applicable if the BOItemType is Bent. Field: BOBentCol Field is Imported: Yes Format: Controlled by program Units: Unitless The column number in the bridge bent with which this frame object is associated. This item is only applicable if the BOItemType is Bent and the frame object represents a column in the bent. Table: Frame Bridge Object Flags Field: AutoBridge Page 441 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: BOEndI Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the bridge object starts at the I-End of the frame object. Otherwise it is No. Field: BOEndJ Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the bridge object ends at the J-End of the frame object. Otherwise it is No. Field: BOSpanEndI Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the bridge object span indicated by the BOSpan item starts at the I-End of the frame object. Field: BOSpanEndJ Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the bridge object span indicated by the BOSpan item ends at the J-End of the frame object. Field: StartSta Field is Imported: Yes Format: Coordinates (Structure Dimensions section of form) Units: Length The station along the bridge object at which the specified frame starts. Field: EndSta Field is Imported: Yes Format: Coordinates (Structure Dimensions section of form) Units: Length The station along the bridge object at which the specified frame ends. Table: Frame Bridge Object Flags Field: BOEndI Page 442 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Frame Curve Data Field: Frame Field is Imported: Yes Format: Controlled by program Units: Text Label of a Frame object. Field: CurveType Field is Imported: Yes Format: Controlled by program Units: Text This is one of the following curve types: Circular Arc - 3rd Point Coords, Circular Arc - Planar Point & Radius, or Parabolic Arc - 3rd Point Coords. Field: NumSegs Field is Imported: Yes Format: Controlled by program Units: Unitless The number of straight-line segments used to define the curve. Field: XGlobal Field is Imported: Yes Format: Coordinates (Structure Dimensions section of form) Units: Length The global X coordinate of the third point. Field: YGlobal Field is Imported: Yes Format: Coordinates (Structure Dimensions section of form) Units: Length The global Y coordinate of the third point. Field: ZGlobal Field is Imported: Yes Format: Coordinates (Structure Dimensions section of form) Units: Length The global Z coordinate of the third point. Table: Frame Curve Data Field: Frame Page 443 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Radius Field is Imported: Yes Format: Absolute Distance (Structure Dimensions section of form) Units: Length The circular curve radius. This item only applies when the curve type is Circular Arc Planar Point & Radius. Table: Frame Design Bracing - Point Field: Frame Field is Imported: Yes Format: Controlled by program Units: Text Label of a Frame object. Field: Type Field is Imported: Yes Format: Controlled by program Units: Text This is either Top, Bottom or All indicating if the top flange, bottom flange or both flanges of the frame object are braced. Field: DistType Field is Imported: Yes Format: Controlled by program Units: Text This is either RelDist or AbsDist. It indicates which of the distance fields (RelDist or AbsDist) will be read on import. Field: RelDist Field is Imported: Yes Format: Controlled by program Units: Unitless The specified relative distance from the I-end of the object to the brace point location. The relative distance is equal to the absolute distance divided by the beam length. Field: AbsDist Field is Imported: Yes Format: Absolute Distance (Structure Dimensions section of form) Units: Length The specified absolute distance from the I-end of the object to the brace point location. Table: Frame Design Bracing - Point Field: Radius Page 444 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Frame Design Bracing - Uniform Field: Frame Field is Imported: Yes Format: Controlled by program Units: Text Label of a Frame object. Field: Type Field is Imported: Yes Format: Controlled by program Units: Text This is either Top, Bottom or All indicating if the top flange, bottom flange or both flanges of the frame object are braced. Field: DistType Field is Imported: Yes Format: Controlled by program Units: Text This is either RelDist or AbsDist. It indicates which of the distance fields (RelDist or AbsDist) will be read on import. Field: RelDistA Field is Imported: Yes Format: Controlled by program Units: Unitless The specified relative distance from the I-end of the object to the start of the uniform braceing. The relative distance is equal to the absolute distance divided by the beam length. Field: RelDistB Field is Imported: Yes Format: Controlled by program Units: Unitless The specified relative distance from the I-end of the object to the end of the uniform braceing. The relative distance is equal to the absolute distance divided by the beam length. Table: Frame Design Bracing - Uniform Field: Frame Page 445 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: AbsDistA Field is Imported: Yes Format: Absolute Distance (Structure Dimensions section of form) Units: Length The specified absolute distance from the I-end of the object to the start of the uniform braceing. Field: AbsDistB Field is Imported: Yes Format: Absolute Distance (Structure Dimensions section of form) Units: Length The specified absolute distance from the I-end of the object to the start of the uniform braceing. Table: Frame Design Procedures Field: Frame Field is Imported: Yes Format: Controlled by program Units: Text Label of a Frame object. Field: DesignProc Field is Imported: Yes Format: Controlled by program Units: Text This is either From Material or No Design indicating the design procedure for the frame object. Table: Frame End Skew Angle Assignments Field: Frame Field is Imported: Yes Format: Controlled by program Units: Text Label of a Frame object. Table: Frame Design Procedures Field: AbsDistA Page 446 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: SkewI Field is Imported: Yes Format: Angles (Structure Dimensions section of form) Units: Degrees The angle in degrees measured counterclockwise from the positive local 3-axis to a line parallel to the I-End of the frame object. (-90 < SkewI < 90). Field: SkewJ Field is Imported: Yes Format: Angles (Structure Dimensions section of form) Units: Degrees The angle in degrees measured counterclockwise from the positive local 3-axis to a line parallel to the J-End of the frame object. (-90 < SkewJ < 90). Table: Frame Fireproofing Assignments Field: Frame Field is Imported: Yes Format: Controlled by program Units: Text Label of a Frame object. Field: Type Field is Imported: Yes Format: Controlled by program Units: Text This is either Sprayed (Auto Perimeter), Sprayed (User Perimeter), or Concrete Encased indicating the fireproofing type. Field: Thickness Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length For sprayed fireproofing types this is the thickness of the fireproofing which is assumed to be constant on all surfaces. For concrete encasement fireproofing this is the concrete cover for the section. Table: Frame Fireproofing Assignments Field: SkewI Page 447 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: UserPerim Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length This item only applies when the Type item is Sprayed (User Perimeter). It is the total length of fireproofing applied around the perimeter of the section cross-sectional area. It is measured at the centerline of the fireproofing thickness. Field: TopFlange Field is Imported: Yes Format: Controlled by program Units: Yes/No This item only applies when the Type item is Sprayed (Auto Perimeter) or Concrete Encased. It is Yes if fireproofing is applied to the top flange of the section, otherwise it is No. Field: Density Field is Imported: Yes Format: Weight/Volume (Mass and Weight section of form) Units: Force/Length3 The weight per unit volume of the fireproofing material. Field: WtPerLen Field is Imported: No Format: Force/Length (Forces section of form) Units: Force/Length The program calculated weight per unit length (along the frame object) of the fireproofing material. Table: Frame Hinge Assigns 01 - Overview Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Table: Frame Hinge Assigns 01 - Overview Field: UserPerim Page 448 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: AssignType Field is Imported: No Format: Controlled by program Units: Text This is the type of hinge assigned to the specified object. Field: UserProp Field is Imported: No Format: Controlled by program Units: Text This item applies when the AssignType item is User-defined. It is the name of the user defined hinge property assigned to the specified object. Field: HingeTable Field is Imported: No Format: Controlled by program Units: Text This item applies to Auto FEMA356 hinges. It is the FEMA356 table used to create the auto hinge property. Field: GenHinge Field is Imported: No Format: Controlled by program Units: Text The name of the hinge property generated by the program based on the assigned hinge property. Field: RelDist Field is Imported: No Format: Relative Distance (Structure Dimensions section of form) Units: Unitless The specified relative distance from the I-end of the object to the hinge location. The relative distance is equal to the absolute distance divided by the beam length. If you specify a hinge that falls on the end length offsets at the ends of the object, then the program automatically relocates the hinge at the inside face of the end offset. Field: AbsDist Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The specified absolute distance from the I-end of the object to the hinge location. Table: Frame Hinge Assigns 01 - Overview Field: AssignType Page 449 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation If you specify a hinge that falls on the end length offsets at the ends of the object, then the program automatically relocates the hinge at the inside face of the end offset. Field: ActualDist Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The actual distance from the I-End of the object to the hinge location that the program will use. Typically the ActualDist item is the same as the AbsDist item, however, if you specified that the hinge falls on the end length offset of the object, then the ActualDist and AbsDist items will be different. If you specify a hinge that falls on the end length offsets at the ends of the object, then the program automatically relocates the hinge at the inside face of the end offset. Field: OverWrites Field is Imported: No Format: Controlled by program Units: Yes/No Thhis item is Yes if hinge overwrites are specified for the considered hinge. Otherwise it is No. Table: Frame Hinge Assigns 02 - User Defined Properties Field: Frame Field is Imported: Yes Format: Controlled by program Units: Text Label of a Frame object. Field: AssignProp Field is Imported: Yes Format: Controlled by program Units: Text The name of the user defined hinge property assigned to the specified object. Field: GenHinge Field is Imported: No Format: Controlled by program Units: Text The name of the hinge property generated by the program based on the assigned hinge property. Table: Frame Hinge Assigns 02 - User Defined Properties Field: ActualDist Page 450 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: DistType Field is Imported: Yes Format: Controlled by program Units: Text This is either RelDist or AbsDist. It indicates which of the distance fields (RelDist or AbsDist) will be read on import. Field: RelDist Field is Imported: Yes Format: Relative Distance (Structure Dimensions section of form) Units: Unitless The specified relative distance from the I-end of the object to the hinge location. The relative distance is equal to the absolute distance divided by the beam length. If you specify a hinge that falls on the end length offsets at the ends of the object, then the program automatically relocates the hinge at the inside face of the end offset. Field: AbsDist Field is Imported: Yes Format: Absolute Distance (Structure Dimensions section of form) Units: Length The specified absolute distance from the I-end of the object to the hinge location. If you specify a hinge that falls on the end length offsets at the ends of the object, then the program automatically relocates the hinge at the inside face of the end offset. Field: ActualDist Field is Imported: Yes Format: Absolute Distance (Structure Dimensions section of form) Units: Length The actual distance from the I-End of the object to the hinge location that the program will use. Typically the ActualDist item is the same as the AbsDist item, however, if you specified that the hinge falls on the end length offset of the object, then the ActualDist and AbsDist items will be different. If you specify a hinge that falls on the end length offsets at the ends of the object, then the program automatically relocates the hinge at the inside face of the end offset. Table: Frame Hinge Assigns 02 - User Defined Properties Field: DistType Page 451 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Frame Hinge Assigns 03 - Auto Caltrans - Flexural Hinge Field: Frame Field is Imported: Yes Format: Controlled by program Units: Text Label of a Frame object. Field: GenHinge Field is Imported: No Format: Controlled by program Units: Text The name of the hinge property generated by the program based on the assigned hinge property. Field: DOF Field is Imported: Yes Format: Controlled by program Units: Text This is either M2, M3, M2-M3, P-M2, P-M3 or P-M2-M3 indicating the degrees of freedom for the hinge. Field: NumCurves Field is Imported: Yes Format: Controlled by program Units: Unitless This item applies when the DOF item is P-M2, P-M3 or P-M2-M3. It is only imported for P-M2-M3. It is always 2 for P-M2 and P-M3. This is the total number of PM curves used to define the interaction surface for the hinge. Field: NumPoints Field is Imported: Yes Format: Controlled by program Units: Unitless This item applies when the DOF item is M2-M3, P-M2, P-M3 or P-M2-M3. When the DOF item is M2-M3 this is the total number of M2-M3 points on the hinge interaction surface. When the DOF item is P-M2, P-M3 or P-M2-M3 this is the maximum number points on each PM curve of the hinge interaction surface. . Table: Frame Hinge Assigns 03 - Auto Caltrans - Flexural Hinge Field: Frame Page 452 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: PFrom Field is Imported: Yes Format: Controlled by program Units: Text This item applies when the DOF item is M2, M3 or M2-M3. It is either Case or User indicating the source of the axial load for which the hinge is defined. Case means that the axial load is taken from the results obtained for a specified load case or load combination. User means the axial load is specified by the user. Field: PCase Field is Imported: Yes Format: Controlled by program Units: Text This item applies when the DOF item is M2, M3 or M2-M3 and the PFrom item is Case. This is the name of a load case or load combination whose result gives the axial load for which the hinge is defined. Field: PUser Field is Imported: Yes Format: Force (Forces section of form) Units: Force This item applies when the DOF item is M2, M3 or M2-M3 and the PFrom item is User. This is the user specified axial load for which the hinge is defined. Field: HingeLength Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The length of the hinge. Field: Idealized Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the hine moment curvature behavior is idealized as a bilinear curve. Otherwise it is No. Table: Frame Hinge Assigns 03 - Auto Caltrans - Flexural Hinge Field: PFrom Page 453 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: BeyondE Field is Imported: Yes Format: Controlled by program Units: Text This item is To Zero or Extrapolated, indicating the force deformation behavior of the hinge beyond point E. Field: DistType Field is Imported: Yes Format: Controlled by program Units: Text This is either RelDist or AbsDist. It indicates which of the distance fields (RelDist or AbsDist) will be read on import. Field: RelDist Field is Imported: Yes Format: Relative Distance (Structure Dimensions section of form) Units: Unitless The specified relative distance from the I-end of the object to the hinge location. The relative distance is equal to the absolute distance divided by the beam length. If you specify a hinge that falls on the end length offsets at the ends of the object, then the program automatically relocates the hinge at the inside face of the end offset. Field: AbsDist Field is Imported: Yes Format: Absolute Distance (Structure Dimensions section of form) Units: Length The specified absolute distance from the I-end of the object to the hinge location. If you specify a hinge that falls on the end length offsets at the ends of the object, then the program automatically relocates the hinge at the inside face of the end offset. Field: ActualDist Field is Imported: Yes Format: Absolute Distance (Structure Dimensions section of form) Units: Length The actual distance from the I-End of the object to the hinge location that the program will use. Typically the ActualDist item is the same as the AbsDist item, however, if you specified that the hinge falls on the end length offset of the object, then the ActualDist and AbsDist items will be different. If you specify a hinge that falls on the end length offsets at the Table: Frame Hinge Assigns 03 - Auto Caltrans - Flexural Hinge Field: BeyondE Page 454 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation ends of the object, then the program automatically relocates the hinge at the inside face of the end offset. Table: Frame Hinge Assigns 04 - Auto FEMA 356 - Concrete Beam Field: Frame Field is Imported: Yes Format: Controlled by program Units: Text Label of a Frame object. Field: GenHinge Field is Imported: No Format: Controlled by program Units: Text The name of the hinge property generated by the program based on the assigned hinge property. Field: CompType Field is Imported: Yes Format: Controlled by program Units: Text This is either Primary or Secondary indicating the component type. Field: DOF Field is Imported: Yes Format: Controlled by program Units: Text This is either M2 or M3 indicating the degree of freedom considered. Field: VFrom Field is Imported: Yes Format: Controlled by program Units: Text It is either Case or User indicating the source of the shear load for which the hinge is defined. Case means that the shear load is taken from the results obtained for a specified load case or load combination. User means the shear load is specified by the user. Table: Frame Hinge Assigns 04 - Auto FEMA 356 - Concrete Beam Field: Frame Page 455 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VCase Field is Imported: Yes Format: Controlled by program Units: Text This item applies when the VFrom item is Case. This is the name of a load case or load combination whose result gives the shear load for which the hinge is defined. Field: VUser Field is Imported: Yes Format: Force (Forces section of form) Units: Force This item applies when the VFrom item is User. This is the user specified shear load for which the hinge is defined. Field: Conforming Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the transverse reinforcing is conforming as defined in FEMA 356 Table considered. Otherwise it is No. Field: RatioFrom Field is Imported: Yes Format: Controlled by program Units: Text It is either Design or User indicating the source of the reinforcing ratio (p - p') / pbalanced. Design means that the reinforcing ratio is taken from the current design results. User means the reinforcing ratio is specified by the user. Field: RatioUser Field is Imported: Yes Format: Force (Forces section of form) Units: Force This item applies when the RatioFrom item is User. This is the user specified reinforcing ratio for which the hinge is defined. Table: Frame Hinge Assigns 04 - Auto FEMA 356 - Concrete Beam Field: VCase Page 456 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: BeyondE Field is Imported: Yes Format: Controlled by program Units: Text This item is To Zero or Extrapolated, indicating the force deformation behavior of the hinge beyond point E. Field: DistType Field is Imported: Yes Format: Controlled by program Units: Text This is either RelDist or AbsDist. It indicates which of the distance fields (RelDist or AbsDist) will be read on import. Field: RelDist Field is Imported: Yes Format: Relative Distance (Structure Dimensions section of form) Units: Unitless The specified relative distance from the I-end of the object to the hinge location. The relative distance is equal to the absolute distance divided by the beam length. If you specify a hinge that falls on the end length offsets at the ends of the object, then the program automatically relocates the hinge at the inside face of the end offset. Field: AbsDist Field is Imported: Yes Format: Absolute Distance (Structure Dimensions section of form) Units: Length The specified absolute distance from the I-end of the object to the hinge location. If you specify a hinge that falls on the end length offsets at the ends of the object, then the program automatically relocates the hinge at the inside face of the end offset. Field: ActualDist Field is Imported: Yes Format: Absolute Distance (Structure Dimensions section of form) Units: Length The actual distance from the I-End of the object to the hinge location that the program will use. Typically the ActualDist item is the same as the AbsDist item, however, if you specified that the hinge falls on the end length offset of the object, then the ActualDist and AbsDist items will be different. If you specify a hinge that falls on the end length offsets at the Table: Frame Hinge Assigns 04 - Auto FEMA 356 - Concrete Beam Field: BeyondE Page 457 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation ends of the object, then the program automatically relocates the hinge at the inside face of the end offset. Table: Frame Hinge Assigns 05 - Auto FEMA 356 - Concrete Column Field: Frame Field is Imported: Yes Format: Controlled by program Units: Text Label of a Frame object. Field: GenHinge Field is Imported: No Format: Controlled by program Units: Text The name of the hinge property generated by the program based on the assigned hinge property. Field: CompType Field is Imported: Yes Format: Controlled by program Units: Text This is either Primary or Secondary indicating the component type. Field: DOF Field is Imported: Yes Format: Controlled by program Units: Text This is either M2, M3, M2-M3, P-M2, P-M3 or P-M2-M3 indicating the degrees of freedom for the hinge. Field: PandVFrom Field is Imported: Yes Format: Controlled by program Units: Text It is either Case or User indicating the source of the shear and axial loads for which the hinge is defined. Case means that the loads are taken from the results obtained for a specified load case or load combination. User means the loads are specified by the user. Table: Frame Hinge Assigns 05 - Auto FEMA 356 - Concrete Column Field: Frame Page 458 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: PandVCase Field is Imported: Yes Format: Controlled by program Units: Text This item applies when the PandVFrom item is Case. This is the name of a load case or load combination whose result gives the loads for which the hinge is defined. Field: PUser Field is Imported: Yes Format: Force (Forces section of form) Units: Force This item applies when the PandVFrom item is User. This is the user specified axial load for which the hinge is defined. Field: V2User Field is Imported: Yes Format: Force (Forces section of form) Units: Force This item applies when the PandVFrom item is User. This is the user specified shear load in the local 2-axis direction of the object for which the hinge is defined. Field: V3User Field is Imported: Yes Format: Force (Forces section of form) Units: Force This item applies when the PandVFrom item is User. This is the user specified shear load in the local 3-axis direction of the object for which the hinge is defined. Field: Conforming Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the transverse reinforcing is conforming as defined in FEMA 356 Table considered. Otherwise it is No. Table: Frame Hinge Assigns 05 - Auto FEMA 356 - Concrete Column Field: PandVCase Page 459 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: BeyondE Field is Imported: Yes Format: Controlled by program Units: Text This item is To Zero or Extrapolated, indicating the force deformation behavior of the hinge beyond point E. Field: DistType Field is Imported: Yes Format: Controlled by program Units: Text This is either RelDist or AbsDist. It indicates which of the distance fields (RelDist or AbsDist) will be read on import. Field: RelDist Field is Imported: Yes Format: Relative Distance (Structure Dimensions section of form) Units: Unitless The specified relative distance from the I-end of the object to the hinge location. The relative distance is equal to the absolute distance divided by the beam length. If you specify a hinge that falls on the end length offsets at the ends of the object, then the program automatically relocates the hinge at the inside face of the end offset. Field: AbsDist Field is Imported: Yes Format: Absolute Distance (Structure Dimensions section of form) Units: Length The specified absolute distance from the I-end of the object to the hinge location. If you specify a hinge that falls on the end length offsets at the ends of the object, then the program automatically relocates the hinge at the inside face of the end offset. Field: ActualDist Field is Imported: Yes Format: Absolute Distance (Structure Dimensions section of form) Units: Length The actual distance from the I-End of the object to the hinge location that the program will use. Typically the ActualDist item is the same as the AbsDist item, however, if you specified that the hinge falls on the end length offset of the object, then the ActualDist and AbsDist items will be different. If you specify a hinge that falls on the end length offsets at the Table: Frame Hinge Assigns 05 - Auto FEMA 356 - Concrete Column Field: BeyondE Page 460 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation ends of the object, then the program automatically relocates the hinge at the inside face of the end offset. Table: Frame Hinge Assigns 06 - Auto FEMA 356 - Steel Beam Field: Frame Field is Imported: Yes Format: Controlled by program Units: Text Label of a Frame object. Field: GenHinge Field is Imported: No Format: Controlled by program Units: Text The name of the hinge property generated by the program based on the assigned hinge property. Field: CompType Field is Imported: Yes Format: Controlled by program Units: Text This is either Primary or Secondary indicating the component type. Field: DOF Field is Imported: Yes Format: Controlled by program Units: Text This is either M2 or M3 indicating the degree of freedom considered. Field: BeyondE Field is Imported: Yes Format: Controlled by program Units: Text This item is To Zero or Extrapolated, indicating the force deformation behavior of the hinge beyond point E. Table: Frame Hinge Assigns 06 - Auto FEMA 356 - Steel Beam Field: Frame Page 461 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: DistType Field is Imported: Yes Format: Controlled by program Units: Text This is either RelDist or AbsDist. It indicates which of the distance fields (RelDist or AbsDist) will be read on import. Field: RelDist Field is Imported: Yes Format: Relative Distance (Structure Dimensions section of form) Units: Unitless The specified relative distance from the I-end of the object to the hinge location. The relative distance is equal to the absolute distance divided by the beam length. If you specify a hinge that falls on the end length offsets at the ends of the object, then the program automatically relocates the hinge at the inside face of the end offset. Field: AbsDist Field is Imported: Yes Format: Absolute Distance (Structure Dimensions section of form) Units: Length The specified absolute distance from the I-end of the object to the hinge location. If you specify a hinge that falls on the end length offsets at the ends of the object, then the program automatically relocates the hinge at the inside face of the end offset. Field: ActualDist Field is Imported: Yes Format: Absolute Distance (Structure Dimensions section of form) Units: Length The actual distance from the I-End of the object to the hinge location that the program will use. Typically the ActualDist item is the same as the AbsDist item, however, if you specified that the hinge falls on the end length offset of the object, then the ActualDist and AbsDist items will be different. If you specify a hinge that falls on the end length offsets at the ends of the object, then the program automatically relocates the hinge at the inside face of the end offset. Table: Frame Hinge Assigns 06 - Auto FEMA 356 - Steel Beam Field: DistType Page 462 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Frame Hinge Assigns 07 - Auto FEMA 356 - Steel Column Field: Frame Field is Imported: Yes Format: Controlled by program Units: Text Label of a Frame object. Field: GenHinge Field is Imported: No Format: Controlled by program Units: Text The name of the hinge property generated by the program based on the assigned hinge property. Field: CompType Field is Imported: Yes Format: Controlled by program Units: Text This is either Primary or Secondary indicating the component type. Field: DOF Field is Imported: Yes Format: Controlled by program Units: Text This is either M2, M3, M2-M3, P-M2, P-M3 or P-M2-M3 indicating the degrees of freedom for the hinge. Field: PFrom Field is Imported: Yes Format: Controlled by program Units: Text It is either Case or User indicating the source of the axial load for which the hinge is defined. Case means that the axial load is taken from the results obtained for a specified load case or load combination. User means the axial load is specified by the user. Field: PCase Field is Imported: Yes Format: Controlled by program Units: Text This item applies when the DOF item is M2, M3 or M2-M3 and the VFrom item is Case. Table: Frame Hinge Assigns 07 - Auto FEMA 356 - Steel Column Field: Frame Page 463 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation This is the name of a load case or load combination whose result gives the axial load for which the hinge is defined. Field: PUser Field is Imported: Yes Format: Force (Forces section of form) Units: Force This item applies when the DOF item is M2, M3 or M2-M3 and the VFrom item is User. This is the user specified axial load for which the hinge is defined. Field: DropLoad Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if force controlled hinges created as a result of this assignment are to lose all load-carrying capacity when their maximum load is reached. Otherwise it is No. Field: BeyondE Field is Imported: Yes Format: Controlled by program Units: Text This item is To Zero or Extrapolated, indicating the force deformation behavior of the hinge beyond point E. Field: DistType Field is Imported: Yes Format: Controlled by program Units: Text This is either RelDist or AbsDist. It indicates which of the distance fields (RelDist or AbsDist) will be read on import. Field: RelDist Field is Imported: Yes Format: Relative Distance (Structure Dimensions section of form) Units: Unitless The specified relative distance from the I-end of the object to the hinge location. The relative distance is equal to the absolute distance divided by the beam length. If you specify a hinge that falls on the end length offsets at the ends of the object, then the program automatically relocates the hinge at the inside face of the end offset. Table: Frame Hinge Assigns 07 - Auto FEMA 356 - Steel Column Field: PUser Page 464 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: AbsDist Field is Imported: Yes Format: Absolute Distance (Structure Dimensions section of form) Units: Length The specified absolute distance from the I-end of the object to the hinge location. If you specify a hinge that falls on the end length offsets at the ends of the object, then the program automatically relocates the hinge at the inside face of the end offset. Field: ActualDist Field is Imported: Yes Format: Absolute Distance (Structure Dimensions section of form) Units: Length The actual distance from the I-End of the object to the hinge location that the program will use. Typically the ActualDist item is the same as the AbsDist item, however, if you specified that the hinge falls on the end length offset of the object, then the ActualDist and AbsDist items will be different. If you specify a hinge that falls on the end length offsets at the ends of the object, then the program automatically relocates the hinge at the inside face of the end offset. Table: Frame Hinge Assigns 08 - Auto FEMA 356 - Steel Brace Field: Frame Field is Imported: Yes Format: Controlled by program Units: Text Label of a Frame object. Field: GenHinge Field is Imported: No Format: Controlled by program Units: Text The name of the hinge property generated by the program based on the assigned hinge property. Field: CompType Field is Imported: Yes Format: Controlled by program Units: Text This is either Primary or Secondary indicating the component type. Table: Frame Hinge Assigns 08 - Auto FEMA 356 - Steel Brace Field: AbsDist Page 465 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: BeyondE Field is Imported: Yes Format: Controlled by program Units: Text This item is To Zero or Extrapolated, indicating the force deformation behavior of the hinge beyond point E. Field: DistType Field is Imported: Yes Format: Controlled by program Units: Text This is either RelDist or AbsDist. It indicates which of the distance fields (RelDist or AbsDist) will be read on import. Field: RelDist Field is Imported: Yes Format: Relative Distance (Structure Dimensions section of form) Units: Unitless The specified relative distance from the I-end of the object to the hinge location. The relative distance is equal to the absolute distance divided by the beam length. If you specify a hinge that falls on the end length offsets at the ends of the object, then the program automatically relocates the hinge at the inside face of the end offset. Field: AbsDist Field is Imported: Yes Format: Absolute Distance (Structure Dimensions section of form) Units: Length The specified absolute distance from the I-end of the object to the hinge location. If you specify a hinge that falls on the end length offsets at the ends of the object, then the program automatically relocates the hinge at the inside face of the end offset. Field: ActualDist Field is Imported: Yes Format: Absolute Distance (Structure Dimensions section of form) Units: Length The actual distance from the I-End of the object to the hinge location that the program will use. Typically the ActualDist item is the same as the AbsDist item, however, if you specified that the hinge falls on the end length offset of the object, then the ActualDist and AbsDist items will be different. If you specify a hinge that falls on the end length offsets at the Table: Frame Hinge Assigns 08 - Auto FEMA 356 - Steel Brace Field: BeyondE Page 466 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation ends of the object, then the program automatically relocates the hinge at the inside face of the end offset. Table: Frame Hinge Assigns 09 - Hinge Overwrites Field: Frame Field is Imported: Yes Format: Controlled by program Units: Text Label of a Frame object. Field: AutoDivide Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the specified frame object is to be automatically divided (meshed at analysis time) at the hinge location. Otherwise it is No. The meshing creates elements on eeach side of the hinge whose length is specified by the RelLength item. Field: RelLength Field is Imported: Yes Format: Controlled by program Units: Unitless This item is only applicable when the AutoDivide item is Yes. It is the relative of length of new elements created as a result of automatic meshing on each side of the hinge at analysis time. Field: NoLoadDrop Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the load in a hinge is never allowed to drop. Otherwise it is No. Table: Frame Hinge Assigns 09 - Hinge Overwrites Field: Frame Page 467 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Frame Insertion Point Assignments Field: Frame Field is Imported: Yes Format: Controlled by program Units: Text Label of a Frame object. Field: CardinalPt Field is Imported: Yes Format: Controlled by program Units: Text The cardinal point for the object. This item defines the relative position of the object section on the line representing the frame/cable object. It may be any one of the following: 1 (bottom left), 2 (bottom center), 3 (bottom right), 4 (middle left), 5 (middle center), 6 (middle right), 7 (top left), 8 (top center), 9 (top right), 10 (centroid), and 11 (shear center). Note that the numbers 1 through 10 are analogous to those specified for the cardinal point in Intergraph FrameWorks. Field: CoordSys Field is Imported: Yes Format: Controlled by program Units: Text The coordinate system in which the joint offsets are defined. Field: JtOffsetXI Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The rigid frame joint offset in the X (1) direction at the I-end of the frame object. A positive offset is measured from the joint location to the end of the frame object (at the cardinal point) in the positive direction of the specified coordinate system. Table: Frame Insertion Point Assignments Field: Frame Page 468 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: JtOffsetYI Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The rigid frame joint offset in the Y (2) direction at the I-end of the frame object. A positive offset is measured from the joint location to the end of the frame object (at the cardinal point) in the positive direction of the specified coordinate system. Field: JtOffsetZI Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The rigid frame joint offset in the Z (3) direction at the I-end of the frame object. A positive offset is measured from the joint location to the end of the frame object (at the cardinal point) in the positive direction of the specified coordinate system. Field: JtOffsetXJ Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The rigid frame joint offset in the X (1) direction at the J-end of the frame object. A positive offset is measured from the joint location to the end of the frame object (at the cardinal point) in the positive direction of the specified coordinate system. Field: JtOffsetYJ Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The rigid frame joint offset in the Y (2) direction at the J-end of the frame object. A positive offset is measured from the joint location to the end of the frame object (at the cardinal point) in the positive direction of the specified coordinate system. Field: JtOffsetZJ Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The rigid frame joint offset in the Z (3) direction at the J-end of the frame object. A positive offset is measured from the joint location to the end of the frame object (at the cardinal point) in the positive direction of the specified coordinate system. Table: Frame Insertion Point Assignments Field: JtOffsetYI Page 469 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Mirror2 Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the section assigned to the line object is assumed to be mirrored about its own local 2-axis. Otherwise it is No. Field: Transform Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the frame stiffness is transformed for offsets (cardinal point offset or joint offset) from it centroid. Otherwise it is No. Table: Frame Joint Offsets - Bridge Object Flags Field: Frame Field is Imported: Yes Format: Controlled by program Units: Text Label of a Frame object. Field: AutoBridge Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the frame object joint offset is automatically created from a bridge object. Otherwise it is No. Field: BridgeObj Field is Imported: Yes Format: Controlled by program Units: Text The name of the bridge object with which this frame object is associated. Field: BOSpan Field is Imported: Yes Format: Controlled by program Units: Text The name of the span in the bridge object with which this frame object is associated. Table: Frame Joint Offsets - Bridge Object Flags Field: Mirror2 Page 470 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Frame Loads - Deformation Field: Frame Field is Imported: Yes Format: Controlled by program Units: Text Label of a Frame object. Field: LoadPat Field is Imported: Yes Format: Controlled by program Units: Text Label of the load pattern to which the specified load applies. Field: IncludeU1 Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if a deformation is specified for the U1 degree of freedom. Otherwise it is No. Field: IncludeU2 Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if a deformation is specified for the U2 degree of freedom. Otherwise it is No. Field: IncludeU3 Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if a deformation is specified for the U3 degree of freedom. Otherwise it is No. Field: IncludeR1 Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if a deformation is specified for the R1 degree of freedom. Otherwise it is No. Table: Frame Loads - Deformation Field: Frame Page 471 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: IncludeR2 Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if a deformation is specified for the R2 degree of freedom. Otherwise it is No. Field: IncludeR3 Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if a deformation is specified for the R3 degree of freedom. Otherwise it is No. Field: U1 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length This item is the deformation specified for the U1 degree of freedom. Field: U2 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length This item is the deformation specified for the U2 degree of freedom. Field: U3 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length This item is the deformation specified for the U3 degree of freedom. Field: R1 Field is Imported: Yes Format: Controlled by program Units: Unitless This item is the deformation specified for the R1 degree of freedom. Table: Frame Loads - Deformation Field: IncludeR2 Page 472 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: R2 Field is Imported: Yes Format: Controlled by program Units: Unitless This item is the deformation specified for the R2 degree of freedom. Field: R3 Field is Imported: Yes Format: Controlled by program Units: Unitless This item is the deformation specified for the R3 degree of freedom. Table: Frame Loads - Distributed Field: Frame Field is Imported: Yes Format: Controlled by program Units: Text Label of a Frame object. Field: LoadPat Field is Imported: Yes Format: Controlled by program Units: Text Label of the load pattern to which the specified load applies. Field: CoordSys Field is Imported: Yes Format: Controlled by program Units: Text Label of the coordinate system in which the load is defined. Local means that the load is specified in an object local axis direction. Field: Type Field is Imported: Yes Format: Controlled by program Units: Text This is either Force or Moment indicating the type of load assigned. Table: Frame Loads - Distributed Field: R2 Page 473 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Dir Field is Imported: Yes Format: Controlled by program Units: Text This is either 1, 2, 3, X, Y, Z, X Proj, Y Proj, Z Proj, Gravity or Grav Proj indicating the direction of the load. 1, 2 and 3 indicate the local axes directions of the frame object. X, Y and Z indicate the X, Y and Z directions of the specified coordinate system. Gravity is in the negative global Z direction. X Proj, Y Proj or Z Proj are projected forces in the specified coordinate system. Projected forces are scaled by the sine of the angle between the frame object and the direction of load. Projected moments are scaled by the cosine of the angle between the frame object and the direction of load. Field: DistType Field is Imported: Yes Format: Controlled by program Units: Text This is either RelDist or AbsDist. It indicates which of the distance fields (RelDist or AbsDist) will be read on import. Field: RelDistA Field is Imported: Yes Format: Relative Distance (Structure Dimensions section of form) Units: Unitless The specified relative distance from the I-end of the object to the starting point of the load segment considered. The relative distance is equal to the absolute distance divided by the beam length. Field: RelDistB Field is Imported: Yes Format: Relative Distance (Structure Dimensions section of form) Units: Unitless The specified relative distance from the I-end of the object to the ending point of the load segment considered. The relative distance is equal to the absolute distance divided by the beam length. Field: AbsDistA Field is Imported: Yes Format: Absolute Distance (Structure Dimensions section of form) Units: Length The specified absolute distance from the I-end of the object to the starting point of the load segment considered. Table: Frame Loads - Distributed Field: Dir Page 474 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: AbsDistB Field is Imported: Yes Format: Absolute Distance (Structure Dimensions section of form) Units: Length The specified absolute distance from the I-end of the object to the ending point of the load segment considered. Field: FOverLA Field is Imported: Yes Format: Force/Length (Forces section of form) Units: Force/Length The force intensity at the starting point of the load segment considered. Field: FOverLB Field is Imported: Yes Format: Force/Length (Forces section of form) Units: Force/Length The force intensity at the ending point of the load segment considered. Field: MOverLA Field is Imported: Yes Format: Moment/Length (Forces section of form) Units: Force-Length/Length The moment intensity at the starting point of the load segment considered. Field: MOverLB Field is Imported: Yes Format: Moment/Length (Forces section of form) Units: Force-Length/Length The moment intensity at the ending point of the load segment considered. Field: GUID Field is Imported: Yes Format: Controlled by program Units: Text The global unique identifier (GUID) for the specified distributed load. Table: Frame Loads - Distributed Field: AbsDistB Page 475 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Frame Loads - Gravity Field: Frame Field is Imported: Yes Format: Controlled by program Units: Text Label of a Frame object. Field: LoadPat Field is Imported: Yes Format: Controlled by program Units: Text Label of the load pattern to which the specified load applies. Field: CoordSys Field is Imported: Yes Format: Controlled by program Units: Text Label of the coordinate system in which the gravity loads are defined. Field: MultiplierX Field is Imported: Yes Format: Controlled by program Units: Unitless The applied gravity load in the X-direction of the specified coordinate system is equal to the self weight of the object times the MultiplierX scale factor. Field: MultiplierY Field is Imported: Yes Format: Controlled by program Units: Unitless The applied gravity load in the Y-direction of the specified coordinate system is equal to the self weight of the object times the MultiplierY scale factor. Field: MultiplierZ Field is Imported: Yes Format: Controlled by program Units: Unitless The applied gravity load in the Z-direction of the specified coordinate system is equal to the self weight of the object times the MultiplierZ scale factor. Table: Frame Loads - Gravity Field: Frame Page 476 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Frame Loads - Open Structure Wind Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: LoadPat Field is Imported: No Format: Controlled by program Units: Text Label of the load pattern to which the specified load applies. Field: CoordSys Field is Imported: No Format: Controlled by program Units: Text Label of the coordinate system in which the load is defined. Local means that the load is specified in an object local axis direction. Field: Type Field is Imported: No Format: Controlled by program Units: Text This is either Force or Moment indicating the type of load assigned. Field: Dir Field is Imported: No Format: Controlled by program Units: Text This is either 1, 2, 3, X, Y, Z, X Proj, Y Proj, Z Proj, Gravity or Grav Proj indicating the direction of the load. 1, 2 and 3 indicate the local axes directions of the frame object. X, Y and Z indicate the X, Y and Z directions of the specified coordinate system. Gravity is in the negative global Z direction. X Proj, Y Proj or Z Proj are projected forces in the specified coordinate system. Projected forces are scaled by the sine of the angle between the frame object and the direction of load. Projected moments are scaled by the cosine of the angle between the frame object and the direction of load. Table: Frame Loads - Open Structure Wind Field: Frame Page 477 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: DistType Field is Imported: No Format: Controlled by program Units: Text This is either RelDist or AbsDist. It indicates which of the distance fields (RelDist or AbsDist) will be read on import. Field: RelDistA Field is Imported: No Format: Relative Distance (Structure Dimensions section of form) Units: Unitless The specified relative distance from the I-end of the object to the starting point of the load segment considered. The relative distance is equal to the absolute distance divided by the beam length. Field: RelDistB Field is Imported: No Format: Relative Distance (Structure Dimensions section of form) Units: Unitless The specified relative distance from the I-end of the object to the ending point of the load segment considered. The relative distance is equal to the absolute distance divided by the beam length. Field: AbsDistA Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The specified absolute distance from the I-end of the object to the starting point of the load segment considered. Field: AbsDistB Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The specified absolute distance from the I-end of the object to the ending point of the load segment considered. Field: FOverLA Field is Imported: No Format: Force/Length (Forces section of form) Units: Force/Length The force intensity at the starting point of the load segment considered. Table: Frame Loads - Open Structure Wind Field: DistType Page 478 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: FOverLB Field is Imported: No Format: Force/Length (Forces section of form) Units: Force/Length The force intensity at the ending point of the load segment considered. Table: Frame Loads - Point Field: Frame Field is Imported: Yes Format: Controlled by program Units: Text Label of a Frame object. Field: LoadPat Field is Imported: Yes Format: Controlled by program Units: Text Label of the load pattern to which the specified load applies. Field: CoordSys Field is Imported: Yes Format: Controlled by program Units: Text Label of the coordinate system in which the load is defined. Local means that the load is specified in an object local axis direction. Field: Type Field is Imported: Yes Format: Controlled by program Units: Text This is either Force or Moment indicating the type of load assigned. Field: Dir Field is Imported: Yes Format: Controlled by program Units: Text This is either 1, 2, 3, X, Y, Z or Gravity indicating the direction of the load. 1, 2 and 3 indicate the local axes directions of the object. X, Y and Z indicate the X, Y and Z directions of the specified coordinate system. Gravity is in the negative global Z direction. Table: Frame Loads - Point Field: FOverLB Page 479 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: DistType Field is Imported: Yes Format: Controlled by program Units: Text This is either RelDist or AbsDist. It indicates which of the distance fields (RelDist or AbsDist) will be read on import. Field: RelDist Field is Imported: Yes Format: Relative Distance (Structure Dimensions section of form) Units: Unitless The specified relative distance from the I-end of the object to the load location. The relative distance is equal to the absolute distance divided by the beam length. Field: AbsDist Field is Imported: Yes Format: Absolute Distance (Structure Dimensions section of form) Units: Length The specified absolute distance from the I-end of the object to the load location. Field: Force Field is Imported: Yes Format: Force (Forces section of form) Units: Force The point force applied at the specified location along the object. Field: Moment Field is Imported: Yes Format: Moment (Forces section of form) Units: Force-Length The point moment applied at the specified location along the object. Field: GUID Field is Imported: Yes Format: Controlled by program Units: Text The global unique identifier (GUID) for the specified point load. Table: Frame Loads - Point Field: DistType Page 480 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Frame Loads - Strain Field: Frame Field is Imported: Yes Format: Controlled by program Units: Text Label of a Frame object. Field: LoadPat Field is Imported: Yes Format: Controlled by program Units: Text Label of the load pattern to which the specified load applies. Field: Component Field is Imported: Yes Format: Controlled by program Units: Text The line object local component to which the specified strain load is applied. This is either Strain11, Strain12, Strain13, Curvature1, Curvature2 or Curvature3. Field: Strain Field is Imported: Yes Format: Controlled by program Units: Unitless The strain load applied to the specified component of the object. Field: Curvature Field is Imported: Yes Format: 1/Length (Miscellaneous section of form) Units: 1/Length The strain load (curvature) applied to the specified component of the object. Field: JtPattern Field is Imported: Yes Format: Controlled by program Units: Text Label of a Joint Pattern of scale factors that multiply the specified strain or curvature. If no joint pattern is specified then this item is reported as None. Table: Frame Loads - Strain Field: Frame Page 481 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Frame Loads - Target Force Field: Frame Field is Imported: Yes Format: Controlled by program Units: Text Label of a Frame object. Field: LoadPat Field is Imported: Yes Format: Controlled by program Units: Text Label of the load pattern to which the specified load applies. Field: IncludeP Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if a target force is specified for the P degree of freedom. Otherwise it is No. Field: IncludeV2 Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if a target force is specified for the V2 degree of freedom. Otherwise it is No. Field: IncludeV3 Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if a target force is specified for the V3 degree of freedom. Otherwise it is No. Field: IncludeT Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if a target force is specified for the T degree of freedom. Otherwise it is No. Table: Frame Loads - Target Force Field: Frame Page 482 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: IncludeM2 Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if a target force is specified for the M2 degree of freedom. Otherwise it is No. Field: IncludeM3 Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if a target force is specified for the M3 degree of freedom. Otherwise it is No. Field: P Field is Imported: Yes Format: Force (Forces section of form) Units: Force This item is the target force specified for the P degree of freedom. Field: V2 Field is Imported: Yes Format: Force (Forces section of form) Units: Force This item is the target force specified for the V2 degree of freedom. Field: V3 Field is Imported: Yes Format: Force (Forces section of form) Units: Force This item is the target force specified for the V3 degree of freedom. Field: T Field is Imported: Yes Format: Moment (Forces section of form) Units: Force-Length This item is the target force specified for the T degree of freedom. Table: Frame Loads - Target Force Field: IncludeM2 Page 483 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: M2 Field is Imported: Yes Format: Moment (Forces section of form) Units: Force-Length This item is the target force specified for the M2 degree of freedom. Field: M3 Field is Imported: Yes Format: Moment (Forces section of form) Units: Force-Length This item is the target force specified for the M3 degree of freedom. Field: RelLocP Field is Imported: Yes Format: Controlled by program Units: Unitless This item is the relative distance along the object where the target force specified for the P degree of freedom is located. Field: RelLocV2 Field is Imported: Yes Format: Controlled by program Units: Unitless This item is the relative distance along the object where the target force specified for the V2 degree of freedom is located. Field: RelLocV3 Field is Imported: Yes Format: Controlled by program Units: Unitless This item is the relative distance along the object where the target force specified for the V3 degree of freedom is located. Field: RelLocT Field is Imported: Yes Format: Controlled by program Units: Unitless This item is the relative distance along the object where the target force specified for the T degree of freedom is located. Table: Frame Loads - Target Force Field: M2 Page 484 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: RelLocM2 Field is Imported: Yes Format: Controlled by program Units: Unitless This item is the relative distance along the object where the target force specified for the M2 degree of freedom is located. Field: RelLocM3 Field is Imported: Yes Format: Controlled by program Units: Unitless This item is the relative distance along the object where the target force specified for the M3 degree of freedom is located. Table: Frame Loads - Temperature Field: Frame Field is Imported: Yes Format: Controlled by program Units: Text Label of a Frame object. Field: LoadPat Field is Imported: Yes Format: Controlled by program Units: Text Label of the load pattern to which the specified load applies. Field: Type Field is Imported: Yes Format: Controlled by program Units: Text This item is either Temperature, Gradient2, or Gradient3 indicating the type of temperature load applied to the object. Field: Temp Field is Imported: Yes Format: Temperature Change (Forces section of form) Units: Temp The temperature assignment to the Frame object. Table: Frame Loads - Temperature Field: RelLocM2 Page 485 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: TempGrad2 Field is Imported: Yes Format: Temperature Gradient (Forces section of form) Units: Temp/Length The temperature gradient in the local 2 direction (units are delta temperature/thickness 2-2) assignment to the object. Field: TempGrad3 Field is Imported: Yes Format: Temperature Gradient (Forces section of form) Units: Temp/Length The temperature gradient in the local 3 direction (units are delta temperature/thickness 3-3) assignment to the object. Field: JtPattern Field is Imported: Yes Format: Controlled by program Units: Text The label of a Joint Pattern of scale factors multiplying the temperature change and temperature gradient values. If no pattern is specified then a unit scale factor is assumed at every joint. Field: AutoBridge Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the temperature load assignment to the frame object is automatically created from a bridge object. Otherwise it is No. Field: BridgeObj Field is Imported: Yes Format: Controlled by program Units: Text The name of the bridge object with which this temperature load assignment is associated.This item only applies when the AutoBridge item is True. Table: Frame Loads - Temperature Field: TempGrad2 Page 486 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Frame Local Axes Assignments 1 - Typical Field: Frame Field is Imported: Yes Format: Controlled by program Units: Text Label of a Frame object. Field: Angle Field is Imported: Yes Format: Angles (Structure Dimensions section of form) Units: Degrees The angle that the local 2 and 3 axes are rotated about the positive local 1 axis, from the default orientation or from the orientation determined by the plane reference vector. The rotation for a positive angle appears counterclockwise when the local +1 axis is pointing toward you. Field: MirrorAbt2 Field is Imported: Yes Format: Controlled by program Units: Yes/No This is Yes if, for design, the frame section is assumed to be mirrored (flipped) about the local 2-axis. This item does not affect the analysis, it only affects the design. Field: MirrorAbt3 Field is Imported: Yes Format: Controlled by program Units: Yes/No This is Yes if, for design, the frame section is assumed to be mirrored (flipped) about the local 3-axis. This item does not affect the analysis, it only affects the design. Field: AdvanceAxes Field is Imported: No Format: Controlled by program Units: Yes/No This item is Yes if an advanced method is used to define the local axes reference vectors for the frame object. Otherwise it is No meaning that the default reference vectors are used. Default means that the local 1-axis for the frame object goes from the I-end to the J-end of the object. The local 2-axis direction is specified by an angle measured from the global +Z axis (or from the global +X axis if the object local 1-axis is parallel to the global +Z axis). The rotation for a positive angle appears counterclockwise when the local +1 axis is pointing toward you. Table: Frame Local Axes Assignments 1 - Typical Field: Frame Page 487 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Advanced means that the local axes are defined with respect to user-defined reference vectors. Note that when the advanced system is used, the specified Angle is applied to the local axes orientation defined by the user specified reference vectors. Table: Frame Local Axes Assignments 2 - Advanced Field: Frame Field is Imported: Yes Format: Controlled by program Units: Text Label of a Frame object. Field: LocalPlane Field is Imported: Yes Format: Controlled by program Units: Text This item indicates the local plane that is to be determined by the plane reference vector. It is either 12 or 13, indicating the 1-2 or the 1-3 plane, respectively. Field: PlOption1 Field is Imported: Yes Format: Controlled by program Units: Text This is either Coord Dir, Two Joints or User Vector indicating the first method used to determine the plane reference vector. Field: PlCoordSys Field is Imported: Yes Format: Controlled by program Units: Text The coordinate system used to define the plane reference vector coordinate directions and the plane user vector. Field: CoordDir1 Field is Imported: Yes Format: Controlled by program Units: Text The primary coordinate direction taken at the object center in the specified coordinate system. It is used to determine the reference vector. It may be one of +X, +Y, +Z, +CR, +CA, +CZ, +SB, +SA, +SR, -X, -Y, -Z, -CR, -CA, -CZ, -SB, -SA, -SR. Table: Frame Local Axes Assignments 2 - Advanced Field: Frame Page 488 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: CoordDir2 Field is Imported: Yes Format: Controlled by program Units: Text The secondary coordinate direction taken at the object center in the specified coordinate system. It is used to determine the reference vector. It may be one of +X, +Y, +Z, +CR, +CA, +CZ, +SB, +SA, +SR, -X, -Y, -Z, -CR, -CA, -CZ, -SB, -SA, -SR. Field: PlVecJt1 Field is Imported: Yes Format: Controlled by program Units: Text PlVecJt1 and PlVecJt2 are the labels of two joints that define the plane reference vector. Either of these joints may be specified as None to indicate the center of the specified object. If both PlVecJt1 and PlVecJt2 are specified as None then they are not used to define the plane reference vector. Field: PlVecJt2 Field is Imported: Yes Format: Controlled by program Units: Text PlVecJt1 and PlVecJt2 are the labels of two joints that define the plane reference vector. Either of these joints may be specified as None to indicate the center of the specified object. If both PlVecJt1 and PlVecJt2 are specified as None then they are not used to define the plane reference vector. Field: PlVecX Field is Imported: Yes Format: Controlled by program Units: Unitless The X direction component of the plane reference vector in the coordinate system defined by the CoordSys item. Field: PlVecY Field is Imported: Yes Format: Controlled by program Units: Unitless The Y direction component of the plane reference vector in the coordinate system defined by the CoordSys item. Table: Frame Local Axes Assignments 2 - Advanced Field: CoordDir2 Page 489 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: PlVecZ Field is Imported: Yes Format: Controlled by program Units: Unitless The Z direction component of the plane reference vector in the coordinate system defined by the CoordSys item. Table: Frame Material Temperatures Field: Frame Field is Imported: Yes Format: Controlled by program Units: Text Label of a Frame object. Field: Temp Field is Imported: Yes Format: Temperature (Forces section of form) Units: Temp The object material temperature. Field: JtPattern Field is Imported: Yes Format: Controlled by program Units: Text Label of a Joint Pattern of scale factors that multiply the specified material temperatures. If no joint pattern is specified then this item is reported as None. Table: Frame Offset Along Length Assignments Field: Frame Field is Imported: Yes Format: Controlled by program Units: Text Label of a Frame object. Table: Frame Material Temperatures Field: PlVecZ Page 490 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Type Field is Imported: Yes Format: Controlled by program Units: Text This item is either Automatic or User indicating how the offsets along the length of the frame object are determined. Automatic means that the offset length is determined automatically from the frame object connectivity. User means that the offsets are user defined. Field: LengthI Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length Offset along the length of the object at the I-end of the object. Field: LengthJ Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length Offset along the length of the object at the J-end of the object. Field: RigidFactor Field is Imported: Yes Format: Controlled by program Units: Unitless The rigid zone factor. This is the fraction of the end offset length assumed to be rigid for bending and shear deformations. Table: Frame Output Station Assignments Field: Frame Field is Imported: Yes Format: Controlled by program Units: Text Label of a Frame object. Table: Frame Output Station Assignments Field: Type Page 491 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: StationType Field is Imported: Yes Format: Controlled by program Units: Text This is either MinNumSta or MaxStaSpcg. It indicates which of the output station fields (MinNumSta or MaxStaSpcg) will be read on import. Field: MinNumSta Field is Imported: Yes Format: Controlled by program Units: Unitless The minimum number of output stations along the object. If the MaxStaSpcg item is specified for the object then this item is blank. Field: MaxStaSpcg Field is Imported: Yes Format: Absolute Distance (Structure Dimensions section of form) Units: Length The maximum spacing between output stations along the object. If the MinNumSta item is specified for the object then this item is blank. Field: AddAtElmInt Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if stations are added at locations where other elements intersect the considered element. Otherwise it is No. Field: AddAtPtLoad Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if stations are added at concentrated load (force or moment) locations. Otherwise it is No. Table: Frame Output Station Assignments Field: StationType Page 492 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Frame P-Delta Force Assignments Field: Frame Field is Imported: Yes Format: Controlled by program Units: Text Label of a Frame object. Field: CoordSys Field is Imported: Yes Format: Controlled by program Units: Text Coordinate system used to define the projection of the P-Delta axial force. Field: Direction Field is Imported: Yes Format: Controlled by program Units: Text This is either Local 1, X Proj, Y Proj or Z Proj indicating the direction of the specified force. Field: Force Field is Imported: Yes Format: Force (Forces section of form) Units: Force P-Delta axial force in the specified direction. If the direction is a projection then this is the projection of the P-Delta axial force upon the indicated axis of the specified coordinate system. Table: Frame Property Modifiers Field: Frame Field is Imported: Yes Format: Controlled by program Units: Text Label of a Frame object. Table: Frame P-Delta Force Assignments Field: Frame Page 493 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: AMod Field is Imported: Yes Format: Controlled by program Units: Unitless Multiplier for cross-section (axial) area. This item is multiplied times the similar modifier specified for the section property; it does not replace the modifier specified for the section property. Field: AS2Mod Field is Imported: Yes Format: Controlled by program Units: Unitless Multiplier for shear area in the 2 direction. This item is multiplied times the similar modifier specified for the section property; it does not replace the modifier specified for the section property. Field: AS3Mod Field is Imported: Yes Format: Controlled by program Units: Unitless Multiplier for shear area in the 3 direction. This item is multiplied times the similar modifier specified for the section property; it does not replace the modifier specified for the section property. Field: JMod Field is Imported: Yes Format: Controlled by program Units: Unitless Multiplier for torsional constant. This item is multiplied times the similar modifier specified for the section property; it does not replace the modifier specified for the section property. Field: I22Mod Field is Imported: Yes Format: Controlled by program Units: Unitless Multiplier for moment of inertia about the local 2-axis. This item is multiplied times the similar modifier specified for the section property; it does not replace the modifier specified for the section property. Table: Frame Property Modifiers Field: AMod Page 494 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: I33Mod Field is Imported: Yes Format: Controlled by program Units: Unitless Multiplier for moment of inertia about the local 3-axis. This item is multiplied times the similar modifier specified for the section property; it does not replace the modifier specified for the section property. Field: MassMod Field is Imported: Yes Format: Controlled by program Units: Unitless Multiplier for the element self mass. This item is multiplied times the similar modifier specified for the section property; it does not replace the modifier specified for the section property. Field: WeightMod Field is Imported: Yes Format: Controlled by program Units: Unitless Multiplier for the element self weight. This item is multiplied times the similar modifier specified for the section property; it does not replace the modifier specified for the section property. Table: Frame Property Modifier Definitions Field: Name Field is Imported: Yes Format: Controlled by program Units: Text The name of a defined frame property modifier. Field: AMod Field is Imported: Yes Format: Controlled by program Units: Unitless Multiplier for cross-section (axial) area. This item is multiplied times the similar modifier specified for the section property; it does not replace the modifier specified for the section property. Table: Frame Property Modifier Definitions Field: I33Mod Page 495 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: AS2Mod Field is Imported: Yes Format: Controlled by program Units: Unitless Multiplier for shear area in the 2 direction. This item is multiplied times the similar modifier specified for the section property; it does not replace the modifier specified for the section property. Field: AS3Mod Field is Imported: Yes Format: Controlled by program Units: Unitless Multiplier for shear area in the 3 direction. This item is multiplied times the similar modifier specified for the section property; it does not replace the modifier specified for the section property. Field: JMod Field is Imported: Yes Format: Controlled by program Units: Unitless Multiplier for torsional constant. This item is multiplied times the similar modifier specified for the section property; it does not replace the modifier specified for the section property. Field: I22Mod Field is Imported: Yes Format: Controlled by program Units: Unitless Multiplier for moment of inertia about the local 2-axis. This item is multiplied times the similar modifier specified for the section property; it does not replace the modifier specified for the section property. Field: I33Mod Field is Imported: Yes Format: Controlled by program Units: Unitless Multiplier for moment of inertia about the local 3-axis. This item is multiplied times the similar modifier specified for the section property; it does not replace the modifier specified for the section property. Table: Frame Property Modifier Definitions Field: AS2Mod Page 496 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: MassMod Field is Imported: Yes Format: Controlled by program Units: Unitless Multiplier for the element self mass. This item is multiplied times the similar modifier specified for the section property; it does not replace the modifier specified for the section property. Field: WeightMod Field is Imported: Yes Format: Controlled by program Units: Unitless Multiplier for the element self weight. This item is multiplied times the similar modifier specified for the section property; it does not replace the modifier specified for the section property. Table: Frame Release Assignments 1 - General Field: Frame Field is Imported: Yes Format: Controlled by program Units: Text Label of a Frame object. Field: PI Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes or No indicating whether the axial degree of freedom is released at the I-end of the object. Field: V2I Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes or No indicating whether the shear in the local 2-axis direction degree of freedom is released at the I-end of the object. Table: Frame Release Assignments 1 - General Field: MassMod Page 497 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: V3I Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes or No indicating whether the shear in the local 3-axis direction degree of freedom is released at the I-end of the object. Field: TI Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes or No indicating whether the torsion degree of freedom is released at the I-end of the object. Field: M2I Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes or No indicating whether the moment about the local 2-axis degree of freedom is released at the I-end of the object. Field: M3I Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes or No indicating whether the moment about the local 3-axis degree of freedom is released at the I-end of the object. Field: PJ Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes or No indicating whether the axial degree of freedom is released at the J-end of the object. Field: V2J Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes or No indicating whether the shear in the local 2-axis direction degree of freedom is released at the J-end of the object. Table: Frame Release Assignments 1 - General Field: V3I Page 498 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: V3J Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes or No indicating whether the shear in the local 3-axis direction degree of freedom is released at the J-end of the object. Field: TJ Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes or No indicating whether the torsion degree of freedom is released at the I-end of the object. Field: M2J Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes or No indicating whether the moment about the local 2-axis degree of freedom is released at the J-end of the object. Field: M3J Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes or No indicating whether the moment about the local 3-axis degree of freedom is released at the J-end of the object. Field: PartialFix Field is Imported: No Format: Controlled by program Units: Yes/No This item is Yes if any of the releases assigned at the specified object end have partial fixity. Otherwise it is No. Table: Frame Release Assignments 1 - General Field: V3J Page 499 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Frame Release Assignments 2 - Partial Fixity Field: Frame Field is Imported: Yes Format: Controlled by program Units: Text Label of a Frame object. Field: PI Field is Imported: Yes Format: Translational Stiffness (Stiffness section of form) Units: Force/Length Partial fixity spring stiffness for axial deformations at the I-end of the object. Field: V2I Field is Imported: Yes Format: Translational Stiffness (Stiffness section of form) Units: Force/Length Partial fixity spring stiffness for shear deformations in the local 2-axis direction at the I-end of the object. Field: V3I Field is Imported: Yes Format: Translational Stiffness (Stiffness section of form) Units: Force/Length Partial fixity spring stiffness for shear deformations in the local 3-axis direction at the I-end of the object. Field: TI Field is Imported: Yes Format: Rotational Stiffness (Stiffness section of form) Units: Force-Length/rad Partial fixity spring stiffness for torsional deformations at the I-end of the object. Field: M2I Field is Imported: Yes Format: Rotational Stiffness (Stiffness section of form) Units: Force-Length/rad Partial fixity spring stiffness for moment (rotational) deformations about the local 2-axis at the I-end of the object. Table: Frame Release Assignments 2 - Partial Fixity Field: Frame Page 500 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: M3I Field is Imported: Yes Format: Rotational Stiffness (Stiffness section of form) Units: Force-Length/rad Partial fixity spring stiffness for moment (rotational) deformations about the local 3-axis at the I-end of the object. Field: PJ Field is Imported: Yes Format: Translational Stiffness (Stiffness section of form) Units: Force/Length Partial fixity spring stiffness for axial deformations at the J-end of the object. Field: V2J Field is Imported: Yes Format: Translational Stiffness (Stiffness section of form) Units: Force/Length Partial fixity spring stiffness for shear deformations in the local 2-axis direction at the J-end of the object. Field: V3J Field is Imported: Yes Format: Translational Stiffness (Stiffness section of form) Units: Force/Length Partial fixity spring stiffness for shear deformations in the local 3-axis direction at the J-end of the object. Field: TJ Field is Imported: Yes Format: Rotational Stiffness (Stiffness section of form) Units: Force-Length/rad Partial fixity spring stiffness for torsional deformations at the I-end of the object. Field: M2J Field is Imported: Yes Format: Rotational Stiffness (Stiffness section of form) Units: Force-Length/rad Partial fixity spring stiffness for moment (rotational) deformations about the local 2-axis at the J-end of the object. Table: Frame Release Assignments 2 - Partial Fixity Field: M3I Page 501 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: M3J Field is Imported: Yes Format: Rotational Stiffness (Stiffness section of form) Units: Force-Length/rad Partial fixity spring stiffness for moment (rotational) deformations about the local 3-axis at the J-end of the object. Table: Frame Release Definitions Field: Name Field is Imported: Yes Format: Controlled by program Units: Text The name of a defined frame release. Field: PI Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes or No indicating whether the axial degree of freedom is released at the I-end of the object. Field: V2I Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes or No indicating whether the shear in the local 2-axis direction degree of freedom is released at the I-end of the object. Field: V3I Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes or No indicating whether the shear in the local 3-axis direction degree of freedom is released at the I-end of the object. Table: Frame Release Definitions Field: M3J Page 502 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: TI Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes or No indicating whether the torsion degree of freedom is released at the I-end of the object. Field: M2I Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes or No indicating whether the moment about the local 2-axis degree of freedom is released at the I-end of the object. Field: M3I Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes or No indicating whether the moment about the local 3-axis degree of freedom is released at the I-end of the object. Field: PJ Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes or No indicating whether the axial degree of freedom is released at the J-end of the object. Field: V2J Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes or No indicating whether the shear in the local 2-axis direction degree of freedom is released at the J-end of the object. Field: V3J Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes or No indicating whether the shear in the local 3-axis direction degree of freedom is released at the J-end of the object. Table: Frame Release Definitions Field: TI Page 503 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: TJ Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes or No indicating whether the torsion degree of freedom is released at the I-end of the object. Field: M2J Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes or No indicating whether the moment about the local 2-axis degree of freedom is released at the J-end of the object. Field: M3J Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes or No indicating whether the moment about the local 3-axis degree of freedom is released at the J-end of the object. Field: StiffPI Field is Imported: Yes Format: Translational Stiffness (Stiffness section of form) Units: Force/Length Partial fixity spring stiffness for axial deformations at the I-end of the object. Field: StiffV2I Field is Imported: Yes Format: Translational Stiffness (Stiffness section of form) Units: Force/Length Partial fixity spring stiffness for shear deformations in the local 2-axis direction at the I-end of the object. Field: StiffV3I Field is Imported: Yes Format: Translational Stiffness (Stiffness section of form) Units: Force/Length Partial fixity spring stiffness for shear deformations in the local 3-axis direction at the I-end of the object. Table: Frame Release Definitions Field: TJ Page 504 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: StiffTI Field is Imported: Yes Format: Rotational Stiffness (Stiffness section of form) Units: Force-Length/rad Partial fixity spring stiffness for torsional deformations at the I-end of the object. Field: StiffM2I Field is Imported: Yes Format: Rotational Stiffness (Stiffness section of form) Units: Force-Length/rad Partial fixity spring stiffness for moment (rotational) deformations about the local 2-axis at the I-end of the object. Field: StiffM3I Field is Imported: Yes Format: Rotational Stiffness (Stiffness section of form) Units: Force-Length/rad Partial fixity spring stiffness for moment (rotational) deformations about the local 3-axis at the I-end of the object. Field: StiffPJ Field is Imported: Yes Format: Translational Stiffness (Stiffness section of form) Units: Force/Length Partial fixity spring stiffness for axial deformations at the J-end of the object. Field: StiffV2J Field is Imported: Yes Format: Translational Stiffness (Stiffness section of form) Units: Force/Length Partial fixity spring stiffness for shear deformations in the local 2-axis direction at the J-end of the object. Field: StiffV3J Field is Imported: Yes Format: Translational Stiffness (Stiffness section of form) Units: Force/Length Partial fixity spring stiffness for shear deformations in the local 3-axis direction at the J-end of the object. Table: Frame Release Definitions Field: StiffTI Page 505 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: StiffTJ Field is Imported: Yes Format: Rotational Stiffness (Stiffness section of form) Units: Force-Length/rad Partial fixity spring stiffness for torsional deformations at the I-end of the object. Field: StiffM2J Field is Imported: Yes Format: Rotational Stiffness (Stiffness section of form) Units: Force-Length/rad Partial fixity spring stiffness for moment (rotational) deformations about the local 2-axis at the J-end of the object. Field: StiffM3J Field is Imported: Yes Format: Rotational Stiffness (Stiffness section of form) Units: Force-Length/rad Partial fixity spring stiffness for moment (rotational) deformations about the local 3-axis at the J-end of the object. Table: Frame Section Assignments Field: Frame Field is Imported: Yes Format: Controlled by program Units: Text Label of a Frame object. Field: SectionType Field is Imported: No Format: Controlled by program Units: Text This is either I/Wide Flange, Channel, Tee, Angle, Double Angle, Box/Tube, Pipe, Rectangular, Circle, General, Auto Select List, or Nonprismatic indicating the type of frame section assigned to the object. Table: Frame Section Assignments Field: StiffTJ Page 506 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: AutoSelect Field is Imported: Yes Format: Controlled by program Units: Text If the frame section type is an auto select list then this column contains the name of the auto select section list assigned to the object. Otherwise it is N.A. Field: AnalSect Field is Imported: Yes Format: Controlled by program Units: Text This is the name of the analysis section assigned to the frame object. The analysis section is the frame section property that was used in the last analysis performed. If no analysis has been performed then it is the name of the frame section assigned to the object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text This is the name of the design section currently associated with the object. If no design has been run then this item is reported as N.A. Field: MatProp Field is Imported: Yes Format: Controlled by program Units: Text This item is either Default, or the name of a Material. Default means that the material property for the frame object is taken from the material property designated for the frame section that is assigned to the frame object. Field: NPSectType Field is Imported: Yes Format: Controlled by program Units: Text This is either Default or Advanced indicating the nonprismatic section assignment parameters type. Field: NPSectLen Field is Imported: Yes Format: Absolute Distance (Structure Dimensions section of form) Units: Length The total nonprismatic section length. This item only applies when the NPSectType item is Advanced. Table: Frame Section Assignments Field: AutoSelect Page 507 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: NPSectRD Field is Imported: Yes Format: Relative Distance (Structure Dimensions section of form) Units: Unitless The relative distance along the nonprismatic section to the I-End (start) of the line object. This item only applies when the NPSectType item is Advanced. Table: Frame Section Properties 01 - General Field: SectionName Field is Imported: Yes Format: Controlled by program Units: Text Name of the frame section, for example, W8X10 or FSEC1. Field: Material Field is Imported: Yes Format: Controlled by program Units: Text Name of the material property assigned to the frame section. Field: Shape Field is Imported: Yes Format: Controlled by program Units: Text The section shape type. It is one of the following: I/Wide Flange, Channel, Tee, Angle, Double Angle, Box/Tube, Pipe, Rectangular, Circle, General, Double Channel, Auto Select, SD Section, Nonprismatic, Bridge Section, Cold Formed C, Cold Formed 2C(I), Cold Formed Z, Table: Frame Section Properties 01 - General Field: NPSectRD Page 508 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Cold Formed L, Cold Formed 2L(T), Cold Formed Hat, BU I Cover Plate, PC Conc I Girder, and PC Conc U Girder. Field: AutoType Field is Imported: Yes Format: Controlled by program Units: Text This is either Steel, Aluminum or Cold Formed indicating the Auto select list design type. Field: t3 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length Overall depth of the section measured perpendicular to the local 3-axis. This dimension is the primary dimension affecting I33. Field: t2 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length Overall width of the section measured perpendicular to the local 2-axis. This dimension is the primary dimension affecting I22. Field: tf Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length Flange thickness for the section. This applies to both the top and bottom flanges of all sections except I/Wide Flange sections for which it only applies to the top flange. The flanges are oriented parallel to the section local 3-axis. Field: tw Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length Web thickness for the section. For double angles it is the web thickness of one of the angles. For double channels it is the web thickness of one of the channels. For pipes it is the wall thickness of the pipe. For cold formed sections it is the thickness of the section. The webs are oriented parallel to the section local 2-axis. Table: Frame Section Properties 01 - General Field: AutoType Page 509 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: t2b Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length This item only applies to I/Wide Flange sections. It is the width of the bottom flange. Field: tfb Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length This item only applies to I/Wide Flange sections. It is the thickness of the bottom flange. Field: dis Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length This is the separation distance between double angles or double channels. Field: Radius Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The radius used in a cold formed section. Field: LipDepth Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The lip depth for a cold formed section. Field: LipAngle Field is Imported: Yes Format: Angles (Structure Dimensions section of form) Units: Degrees The lip angle in degrees for a cold formed Z section. Field: Area Field is Imported: Yes Format: Area (Section Dimensions section of form) Units: Length2 Cross-section area of the section. Table: Frame Section Properties 01 - General Field: t2b Page 510 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: TorsConst Field is Imported: Yes Format: Length4 (Section Dimensions section of form) Units: Length4 Torsional constant. Field: I33 Field is Imported: Yes Format: Length4 (Section Dimensions section of form) Units: Length4 Moment of inertia for bending about the local 3 axis. Field: I22 Field is Imported: Yes Format: Length4 (Section Dimensions section of form) Units: Length4 Moment of inertia for bending about the local 2 axis. Field: AS2 Field is Imported: Yes Format: Area (Section Dimensions section of form) Units: Length2 Shear area for shear in the local 2-axis direction. Field: AS3 Field is Imported: Yes Format: Area (Section Dimensions section of form) Units: Length2 Shear area for shear in the local 3-axis direction. Field: S33 Field is Imported: Yes Format: Length3 (Section Dimensions section of form) Units: Length3 Section modulus for bending about the local 3 axis. Field: S22 Field is Imported: Yes Format: Length3 (Section Dimensions section of form) Units: Length3 Section modulus for bending about the local 2 axis. Table: Frame Section Properties 01 - General Field: TorsConst Page 511 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Z33 Field is Imported: Yes Format: Length3 (Section Dimensions section of form) Units: Length3 Plastic modulus for bending about the local 3 axis. Field: Z22 Field is Imported: Yes Format: Length3 (Section Dimensions section of form) Units: Length3 Plastic modulus for bending about the local 2 axis. Field: R33 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length Radius of gyration about the local 3 axis. Field: R22 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length Radius of gyration about the local 2 axis. Field: ConcCol Field is Imported: No Format: Controlled by program Units: Yes/No This item is either Yes, indicating that the frame section is a concrete column, or it is No. If it is Yes then additional information about the section is included in the Concrete Column Properties table. Field: ConcBeam Field is Imported: No Format: Controlled by program Units: Yes/No This item is either Yes, indicating that the frame section is a concrete beam, or it is No. If it is Yes then additional information about the section is included in the Concrete Beam Properties table. Table: Frame Section Properties 01 - General Field: Z33 Page 512 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Color Field is Imported: Yes Format: Controlled by program Units: Text This is either a defined color or an integer representation of the color associated with the section. The possible defined colors are Black, Red, Orange, Yellow, Green, Cyan, Blue, Magenta, White, Dark Red, Dark Yellow, Dark Green, Dark Cyan, Dark Blue, Dark Magenta, Gray1, Gray2, Gray3, Gray4, Gray5, Gray6, Gray7 and Gray8. Gray1 is a light gray and Gray8 is a dark gray. Field: TotalWt Field is Imported: No Format: Weight (Mass and Weight section of form) Units: Force Total weight of all objects in the model that are assigned the specified frame section property. Field: TotalMass Field is Imported: No Format: Mass (Mass and Weight section of form) Units: Force-Sec2/Length Total mass of all objects in the model that are assigned the specified frame section property. Field: FromFile Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the section properties are obtained from a section property database file. Otherwise it is No. Field: AMod Field is Imported: Yes Format: Controlled by program Units: Unitless Area modifier for the specified frame section property. This item is used for analysis only, not design. For nonprismatic sections this item is taken by the analysis as 1 regardless of what you input. Table: Frame Section Properties 01 - General Field: Color Page 513 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: A2Mod Field is Imported: Yes Format: Controlled by program Units: Unitless Shear area modifier for shear parallel to the local 2-axis for the specified frame section property. This item is used for analysis only, not design. For nonprismatic sections this item is taken by the analysis as 1 regardless of what you input. Field: A3Mod Field is Imported: Yes Format: Controlled by program Units: Unitless Shear area modifier for shear parallel to the local 3-axis for the specified frame section property. This item is used for analysis only, not design. For nonprismatic sections this item is taken by the analysis as 1 regardless of what you input. Field: JMod Field is Imported: Yes Format: Controlled by program Units: Unitless Torsional constant modifier for the specified frame section property. This item is used for analysis only, not design. For nonprismatic sections this item is taken by the analysis as 1 regardless of what you input. Field: I2Mod Field is Imported: Yes Format: Controlled by program Units: Unitless Moment of inertia modifier for bending about the local 2-axis for the specified frame section property. This item is used for analysis only, not design. For nonprismatic sections this item is taken by the analysis as 1 regardless of what you input. Field: I3Mod Field is Imported: Yes Format: Controlled by program Units: Unitless Moment of inertia modifier for bending about the local 3-axis for the specified frame section property. This item is used for analysis only, not design. For nonprismatic sections this item is taken by the analysis as 1 regardless of what you input. Table: Frame Section Properties 01 - General Field: A2Mod Page 514 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: MMod Field is Imported: Yes Format: Controlled by program Units: Unitless Mass multiplier for the specified frame section property. This item is used for analysis only, not design. For nonprismatic sections this item is taken by the analysis as 1 regardless of what you input. Field: WMod Field is Imported: Yes Format: Controlled by program Units: Unitless Weight multiplier for the specified frame section property. This item is used for analysis only, not design. For nonprismatic sections this item is taken by the analysis as 1 regardless of what you input. Field: SectInFile Field is Imported: Yes Format: Controlled by program Units: Text The name of the section as it appears in the section property database file. Field: FileName Field is Imported: Yes Format: Controlled by program Units: Text The name (full path) of the section property database file from which the section properties are to be obtained. This item only applies when the FromFile item is Yes. Field: GUID Field is Imported: Yes Format: Controlled by program Units: Text The global unique identifier (GUID) for the specified frame section property. Field: Notes Field is Imported: Yes Format: Controlled by program Units: Text User notes for the specified frame section property. Table: Frame Section Properties 01 - General Field: MMod Page 515 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Frame Section Properties 02 - Concrete Column Field: SectionName Field is Imported: Yes Format: Controlled by program Units: Text Name of a frame section property assigned to a frame object. Field: RebarMatL Field is Imported: Yes Format: Controlled by program Units: Text The material property for the longitudinal reinforcing steel in the section. Field: RebarMatC Field is Imported: Yes Format: Controlled by program Units: Text The material property for the confinement reinforcing steel (ties) in the section. Field: ReinfConfig Field is Imported: Yes Format: Controlled by program Units: Text This is either Rectangular or Circular indicating the configuration of the column longitudinal reinforcing. This item only applies when the section type is rectangular. Circular section types are always assumed to have circular reinforcing configurations. Field: LatReinf Field is Imported: Yes Format: Controlled by program Units: Text This is either Ties or Spiral indicating the type of column lateral (shear) reinforcing. This item only applies when the ReinfConfig item is Circular. Field: Cover Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The clear cover for the confinement steel (ties). Table: Frame Section Properties 02 - Concrete Column Field: SectionName Page 516 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation In the special case of circular reinforcement in a rectangular column, the cover is taken to be the minimum clear cover. Field: NumBars3Dir Field is Imported: Yes Format: Controlled by program Units: Unitless This item applies to a rectangular reinforcing configuration. It is the number of longitudinal bars (including the corner bar) on each face of the column that is parallel to the local 3-axis of the column. Field: NumBars2Dir Field is Imported: Yes Format: Controlled by program Units: Unitless This item applies to a rectangular reinforcing configuration. It is the number of longitudinal bars (including the corner bar) on each face of the column that is parallel to the local 2-axis of the column. Field: NumBarsCirc Field is Imported: Yes Format: Controlled by program Units: Unitless This item applies to a circular reinforcing configuration. It is the total number of longitudinal reinforcing bars in the column. Field: BarSizeL Field is Imported: Yes Format: Controlled by program Units: Text The specified size of longitudinal reinforcing bars in the column. Field: BarSizeC Field is Imported: Yes Format: Controlled by program Units: Text The specified size of confinement reinforcing bars (ties) in the column. Field: SpacingC Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The longitudinal spacing of the confiement bars (ties). Table: Frame Section Properties 02 - Concrete Column Field: NumBars3Dir Page 517 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: NumCBars2 Field is Imported: Yes Format: Controlled by program Units: Unitless This item applies to a rectangular reinforcing configuration. It is the number of confinement bars (tie legs) running in the local 2-axis of the column. Field: NumCBars3 Field is Imported: Yes Format: Controlled by program Units: Unitless This item applies to a rectangular reinforcing configuration. It is the number of confinement bars (tie legs) running in the local 3-axis of the column. Field: ReinfType Field is Imported: Yes Format: Controlled by program Units: Text This is either Check or Design indicating whether the column longitudinal reinforcing is to be designed or checked. Table: Frame Section Properties 03 - Concrete Beam Field: SectionName Field is Imported: Yes Format: Controlled by program Units: Text Name of a frame section property assigned to a frame object. Field: RebarMatL Field is Imported: Yes Format: Controlled by program Units: Text The material property for the longitudinal reinforcing steel in the section. Field: RebarMatC Field is Imported: Yes Format: Controlled by program Units: Text The material property for the confinement reinforcing steel (ties) in the section. Table: Frame Section Properties 03 - Concrete Beam Field: NumCBars2 Page 518 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: TopCover Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The distance from the top of the beam to the centroid of the top longitudinal reinforcement. Field: BotCover Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The distance from the bottom of the beam to the centroid of the bottom longitudinal reinforcement. Field: TopLeftArea Field is Imported: Yes Format: Rebar Area (Section Dimensions section of form) Units: Length2 The total area of longitudinal reinforcement at the top left end of the beam. Field: TopRghtArea Field is Imported: Yes Format: Rebar Area (Section Dimensions section of form) Units: Length2 The total area of longitudinal reinforcement at the top right end of the beam. Field: BotLeftArea Field is Imported: Yes Format: Rebar Area (Section Dimensions section of form) Units: Length2 The total area of longitudinal reinforcement at the bottom left end of the beam. Field: BotRghtArea Field is Imported: Yes Format: Rebar Area (Section Dimensions section of form) Units: Length2 The total area of longitudinal reinforcement at the bottom right end of the beam. Table: Frame Section Properties 03 - Concrete Beam Field: TopCover Page 519 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Frame Section Properties 04 - Auto Select Field: ListName Field is Imported: Yes Format: Controlled by program Units: Text Label of the auto select section list. Field: SectionName Field is Imported: Yes Format: Controlled by program Units: Text Name of a frame section that is assigned to the auto select section list. Table: Frame Section Properties 05 - Nonprismatic Field: SectionName Field is Imported: Yes Format: Controlled by program Units: Text The name of the frame section. Field: NumSegments Field is Imported: No Format: Controlled by program Units: Unitless The number of segments that define the nonprismatic section. Field: SegmentNum Field is Imported: No Format: Controlled by program Units: Unitless The segment number. Field: StartSect Field is Imported: Yes Format: Controlled by program Units: Text Label of the frame section property at the beginning of the specified segment. Table: Frame Section Properties 04 - Auto Select Field: ListName Page 520 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: EndSect Field is Imported: Yes Format: Controlled by program Units: Text Label of the frame section property at the end of the specified segment. Field: LengthType Field is Imported: Yes Format: Controlled by program Units: Text This is either Absolute or Variable indicating the type of length specified. For import this item determines which of the two length fields, AbsLength or VarLength will be read. Field: AbsLength Field is Imported: Yes Format: Absolute Distance (Structure Dimensions section of form) Units: Length The specified absolute (fixed) length of the segment, if any. Field: VarLength Field is Imported: Yes Format: Relative Distance (Structure Dimensions section of form) Units: Unitless The specified variable length of the segment, if any. Field: EI33Var Field is Imported: Yes Format: Controlled by program Units: Text This is either Linear, Parabolic or Cubic indicating the variation of E*I33 along the specified segment. Field: EI22Var Field is Imported: Yes Format: Controlled by program Units: Text This is either Linear, Parabolic or Cubic indicating the variation of E*I22 along the specified segment. Table: Frame Section Properties 05 - Nonprismatic Field: EndSect Page 521 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Frame Section Properties 06 - Polygon Data Field: SectionName Field is Imported: Yes Format: Controlled by program Units: Text The name of the frame section. Field: Polygon Field is Imported: Yes Format: Controlled by program Units: Unitless The polygon number. Field: Point Field is Imported: Yes Format: Controlled by program Units: Unitless The point number in the associated polygon. Field: X Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The X coordinate (parallel to axis 3) of the specified point measured from the lower left-hand corner of the section. Field: Y Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The Y coordinate (parallel to axis 2) of the specified point measured from the lower left-hand corner of the section. Field: Opening Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the polygon represents an opening in the section. Otherwise it is No. Table: Frame Section Properties 06 - Polygon Data Field: SectionName Page 522 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Material Field is Imported: Yes Format: Controlled by program Units: Text The material property associated with the polygon. This item is only applicable when the Opening item is No. Field: RefPtX Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The X coordinate (parallel to axis 3) of section reference point measured from the lower left-hand corner of the section. Field: RefPtY Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The Y coordinate (parallel to axis 2) of section reference point measured from the lower left-hand corner of the section. Table: Frame Section Properties 07 - BU I Cover Plate Field: SectionName Field is Imported: Yes Format: Controlled by program Units: Text The name of the frame section. Field: ItemType Field is Imported: Yes Format: Controlled by program Units: Text This is either I Section, Top Cover Plate or Bottom Cover Plate indicating the section item type considered. Table: Frame Section Properties 07 - BU I Cover Plate Field: Material Page 523 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ISection Field is Imported: Yes Format: Controlled by program Units: Text The name of the I section property. This item only applies the ItemType item is I Section. Field: FyTF Field is Imported: Yes Format: Stress Input (Stresses section of form) Units: Force/Length2 The yield stress used for the I section top flange. Inputting 0 means that the yield stress specified for the I section is used. This item only applies the ItemType item is I Section. Field: FyW Field is Imported: Yes Format: Stress Input (Stresses section of form) Units: Force/Length2 The yield stress used for the I section web. Inputting 0 means that the yield stress specified for the I section is used. This item only applies the ItemType item is I Section. Field: FyBF Field is Imported: Yes Format: Stress Input (Stresses section of form) Units: Force/Length2 The yield stress used for the I section bottom flange. Inputting 0 means that the yield stress specified for the I section is used. This item only applies the ItemType item is I Section. Field: CPMat Field is Imported: Yes Format: Controlled by program Units: Text The name of the steel material property used for a coverplate. This item only applies the ItemType item is Top Cover Plate or Bottom Cover Plate. Field: CPWidth Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The width of the coverplate. This item only applies the ItemType item is Top Cover Plate or Bottom Cover Plate. Table: Frame Section Properties 07 - BU I Cover Plate Field: ISection Page 524 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: CPThick Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The thickness of the coverplate. This item only applies the ItemType item is Top Cover Plate or Bottom Cover Plate. Table: Frame Section Properties 08 - PCC I Girder Field: SectionName Field is Imported: Yes Format: Controlled by program Units: Text The name of the frame section. Field: B1 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The width of the girder top flange. Field: B2 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The width of the girder bottom flange. Field: B3 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The width of the girder web. Field: B4 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The width of the girder top fillet. Table: Frame Section Properties 08 - PCC I Girder Field: CPThick Page 525 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: D1 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The total depth of the girder. Field: D2 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The minimum depth of the girder top flange. Field: D3 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The maximum depth of the girder top flange. Field: D4 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The depth of the girder top fillet. Field: D5 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The depth of the girder bottom fillet. Field: D6 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The depth of the girder bottom flange. Table: Frame Section Properties 08 - PCC I Girder Field: D1 Page 526 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Frame Section Properties 09 - PCC U Girder Field: SectionName Field is Imported: Yes Format: Controlled by program Units: Text The name of the frame section. Field: B1 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The overall width of the top of the U girder. Field: B2 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The overall width of the bottom of the U girder. Field: B3 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The width of each U girder web. Field: B4 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The width of the fillet in the girder bottom flange. Field: B5 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The width of top flange extension beyond the web toward the inside of the U girder. Table: Frame Section Properties 09 - PCC U Girder Field: SectionName Page 527 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: B6 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The width of top flange extension beyond the web toward the outside of the U girder. Field: D1 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The total depth of the girder. Field: D2 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The minimum depth of the girder bottom flange. Field: D3 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The depth of the girder bottom flange fillets. Field: D4 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The depth of the fillet on the top flange extension beyond the web toward the outside of the U girder. Field: D5 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The depth of the top flange extension beyond the web toward the outside of the U girder not including the fillet depth. Table: Frame Section Properties 09 - PCC U Girder Field: B6 Page 528 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: D6 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The depth of the fillet on the top flange extension beyond the web toward the inside of the U girder. Field: D7 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The depth of the top flange extension beyond the web toward the inside of the U girder not including the fillet depth. Table: Frame Section Properties 10 - Steel Joist General Field: SectionName Field is Imported: Yes Format: Controlled by program Units: Text The name of the frame section. Field: Material Field is Imported: Yes Format: Controlled by program Units: Text The material property for the steel joist. Field: Color Field is Imported: Yes Format: Controlled by program Units: Text This is either a defined color or an integer representation of the color associated with the section. The possible defined colors are Black, Red, Orange, Yellow, Green, Cyan, Blue, Magenta, White, Dark Red, Dark Yellow, Dark Green, Dark Cyan, Dark Blue, Dark Magenta, Gray1, Gray2, Gray3, Gray4, Gray5, Gray6, Gray7 and Gray8. Gray1 is a light gray and Gray8 is a dark gray. Table: Frame Section Properties 10 - Steel Joist General Field: D6 Page 529 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: JoistType Field is Imported: Yes Format: Controlled by program Units: Text This is either Standard or Envelope indicating the joist design type. Standard is like the K series joists and Envelope is like the KCS series joists. Field: Depth Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The overall depth of the joist. Field: UnitWt Field is Imported: Yes Format: Force/Length (Forces section of form) Units: Force/Length The unit weight (force per unit length) of the joist. Field: AnalysisI33 Field is Imported: Yes Format: Force/Length (Forces section of form) Units: Force/Length The joist moment of inertia used for analysis. Field: MomCap Field is Imported: Yes Format: Moment (Forces section of form) Units: Force-Length The moment capacity for the joist. This item only applies when the JoistType item is Envelope. Field: ShearCap Field is Imported: Yes Format: Force (Forces section of form) Units: Force The shear capacity for the joist. This item only applies when the JoistType item is Envelope. Table: Frame Section Properties 10 - Steel Joist General Field: JoistType Page 530 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: MinSpan Field is Imported: Yes Format: Absolute Distance (Structure Dimensions section of form) Units: Length The minimum span length for the joist. This item only applies when the JoistType item is Envelope. Field: MaxSpan Field is Imported: Yes Format: Absolute Distance (Structure Dimensions section of form) Units: Length The maximum span length for the joist. This item only applies when the JoistType item is Envelope. Table: Frame Section Properties 11 - Steel Joist Data Field: SectionName Field is Imported: Yes Format: Controlled by program Units: Text The name of the frame section. Field: SpanLength Field is Imported: Yes Format: Absolute Distance (Structure Dimensions section of form) Units: Length The joist span length for which the specified capacities and I33 apply. Field: TLCap Field is Imported: Yes Format: Force/Length (Forces section of form) Units: Force/Length The joist total load capacity for the specified span length. Field: LLDeflCap Field is Imported: Yes Format: Force/Length (Forces section of form) Units: Force/Length The joist live load capacity that will limit live load deflection to L/360 for the specified span length. Table: Frame Section Properties 11 - Steel Joist Data Field: MinSpan Page 531 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: I33 Field is Imported: Yes Format: Length4 (Section Dimensions section of form) Units: Length4 The joist moment of inertia for the specified span length. Table: Frame Section Properties - Bridge Object Flags Field: SectionName Field is Imported: Yes Format: Controlled by program Units: Text The name of the frame section. Field: AutoBridge Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the frame section is an automatically created bridge section. Otherwise it is No. Field: BridgeSect Field is Imported: Yes Format: Controlled by program Units: Text The name of the bridge section with which this frame section is associated. Field: BridgeObj Field is Imported: Yes Format: Controlled by program Units: Text The name of the bridge object with which this frame section is associated. Field: BOSpan Field is Imported: Yes Format: Controlled by program Units: Text The name of the span in the bridge object with which this frame section is associated. Table: Frame Section Properties - Bridge Object Flags Field: I33 Page 532 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: BOSpanDist Field is Imported: Yes Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance along the bridge object span indicated by the BOSpan item at which this frame section applies. Table: Frame Spring Assignments Field: Frame Field is Imported: Yes Format: Controlled by program Units: Text Label of a Frame object. Field: Type Field is Imported: Yes Format: Controlled by program Units: Text This is either Simple or Link Property indicating the type of spring specified. Field: Stiffness Field is Imported: Yes Format: Trans Stiffness/Length (Stiffness section of form) Units: Force/Length/Length Spring stiffness per unit length along the line object in the direction specified. This item only applies when the Type item is Simple. Field: SimpleType Field is Imported: Yes Format: Controlled by program Units: Text This is either Tension and Compression, Compression Only, or Tension Only indicating the type of simple spring specified. Field: LinkProp Field is Imported: Yes Format: Controlled by program Units: Text The name of the link property assigned to the spring. This item only applies when the Type item is Link Property. Table: Frame Spring Assignments Field: BOSpanDist Page 533 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Dir1Type Field is Imported: Yes Format: Controlled by program Units: Text This is either Object Axes, Line 2-3 Plane, or User Vector indicating the method used to define the tension direction for simple springs or the link local 1-axis direction for Link Property springs. Field: Dir Field is Imported: Yes Format: Controlled by program Units: Text This is either -3, -2, -1, 1, 2 or 3 indicating the tension direction for simple springs or the link local 1-axis direction for Link Property springs. The -3, -2, -1, 1, 2 and 3 items refer to the line object local axes directions. This item only applies when the Dir1Type item is Object Axes. Field: Axis1Angle Field is Imported: Yes Format: Angles (Structure Dimensions section of form) Units: Degrees The angle in degrees mesured counterclockwise from the line object local 2-axis to the tension direction for simple springs or the link local 1-axis direction for Link Property springs when they are oriented in the line 2-3 plane. This item only applies when the Dir1Type item is Line 2-3 Plane. Field: CoordSys Field is Imported: Yes Format: Controlled by program Units: Text The coordinate system in which a user vector is specified to define the tension direction for simple springs or the link local 1-axis direction for Link Property springs. This item only applies when the Dir1Type item is User Vector. Field: VecX Field is Imported: Yes Format: Controlled by program Units: Unitless VecX, VecY and VecZ define the X, Y and Z (or 1, 2 and 3) components of the user specified direction vector for the tension direction for simple springs or the link local Table: Frame Spring Assignments Field: Dir1Type Page 534 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation 1-axis direction for Link Property springs. VecX, VecY and VecZ are in the coordinate system specified by the CoordSys item. This item only applies when the Dir1Type item is User Vector. Field: VecY Field is Imported: Yes Format: Controlled by program Units: Unitless VecX, VecY and VecZ define the X, Y and Z (or 1, 2 and 3) components of the user specified direction vector for the tension direction for simple springs or the link local 1-axis direction for Link Property springs. VecX, VecY and VecZ are in the coordinate system specified by the CoordSys item. This item only applies when the Dir1Type item is User Vector. Field: VecZ Field is Imported: Yes Format: Controlled by program Units: Unitless VecX, VecY and VecZ define the X, Y and Z (or 1, 2 and 3) components of the user specified direction vector for the tension direction for simple springs or the link local 1-axis direction for Link Property springs. VecX, VecY and VecZ are in the coordinate system specified by the CoordSys item. This item only applies when the Dir1Type item is User Vector. Field: Axis2Angle Field is Imported: Yes Format: Angles (Structure Dimensions section of form) Units: Degrees The angle in degrees that the link local 2 axis is rotated from its default orientation. This item only applies when the Type item is Link Property. Field: AutoBridge Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the spring assignment to the frame object is automatically created from a bridge object. Otherwise it is No. Table: Frame Spring Assignments Field: VecY Page 535 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: BridgeObj Field is Imported: Yes Format: Controlled by program Units: Text The name of the bridge object with which this spring assignment is associated. Table: Frame Tension And Compression Limits Field: Frame Field is Imported: Yes Format: Controlled by program Units: Text Label of a Frame object. Field: TensLimit Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if a tension limit exists for the object. Otherwise it is No. For import, the Tension item is only read if this item is Yes. Field: CompLimit Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if a compression limit exists for the object. Otherwise it is No. For import, the Compression item is only read if this item is Yes. Field: Tension Field is Imported: Yes Format: Force (Forces section of form) Units: Force The tension limit for the object. Field: Compression Field is Imported: Yes Format: Force (Forces section of form) Units: Force The compression limit for the object. Table: Frame Tension And Compression Limits Field: BridgeObj Page 536 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Frame Vehicle Response Component Overwrites Field: Frame Field is Imported: Yes Format: Controlled by program Units: Text Label of a Frame object. Field: Usage Field is Imported: Yes Format: Controlled by program Units: Text This is either AASHTO HL - Superstructure, AASHTO HL - Reaction, or AASHTO H & HS Superstructure indicating the vehicle type and structural member type to which the overwrite applies. AASHTO HL - Superstructure refers to the superstructure negative moments over supports and applies to AASHTO H, HS and HL loading. AASHTO HL - Reaction refers to reactions at interior supports (piers) and applies only to AASHTO HL loaoding. AASHTO H & HS Superstructure refers to superstructure moments (positive or negative) and applies to AASHTO H and HS loading. Field: Component Field is Imported: Yes Format: Controlled by program Units: Text This is either P, V2, V3, T, M2 or M3 indicating the output component to which the overwrite applies. Field: Status Field is Imported: Yes Format: Controlled by program Units: Text This is either Do Not Use, Use Positive Values, Use Negative Values, or Use All Values indicating the portion of the output for the specified component to which the overwrite applies. Table: Frame Vehicle Response Component Overwrites Field: Frame Page 537 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Function - Plot Functions Field: PlotFunc Field is Imported: Yes Format: Controlled by program Units: Text Name of a plot function. Field: Type Field is Imported: Yes Format: Controlled by program Units: Text This is the type of plot function. It may be LoadFunc, Energy, BaseReac, Joint, Frame, AreaShell, AreaPlane, AreaASolid, Solid, Link, SectionCut or GenDispl. Field: ObjectLabel Field is Imported: Yes Format: Controlled by program Units: Text For Joint, Frame, AreaShell, AreaPlane, AreaASolid, Solid and Link-type plot functions this is the label of the object for which the plot function is defined. For Section Cut plot functions it is the name of the section cut. For Generalized Displacement plot functions it is the name of the generalized displacement. The field is not filled for Load Function, Energy and BaseReac-type plot functions. Field: DistType Field is Imported: Yes Format: Controlled by program Units: Text This is either RelDist or AbsDist. It indicates which of the distance fields (RelDist or AbsDist) will be read on import. Field: RelDist Field is Imported: Yes Format: Relative Distance (Structure Dimensions section of form) Units: Unitless The relative distance from the I-end of the frame object to the location where the frame forces are to be reported. If this location does not fall at an output station then the output forces are reported at the output station closest to the specified location. The relative distance is equal to the absolute distance divided by the length of the frame object. Table: Function - Plot Functions Field: PlotFunc Page 538 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: AbsDist Field is Imported: Yes Format: Absolute Distance (Structure Dimensions section of form) Units: Length The absolute distance from the I-end of the frame object to the location where the frame forces are to be reported. If this location does not fall at an output station then the output forces are reported at the output station closest to the specified location. Field: Component Field is Imported: Yes Format: Controlled by program Units: Text This item depends on the type of plot function. The following values are possible for each plot function: Load Function: Acc Dir 1, Acc Dir 2, Acc DirZ, or the name of any load pattern. Energy: Input, Kinetic, Potential, Modal Damping, Link Damper, Link Hysteretic and Error. Base: VX, VY, VZ, MX, MY, MZ Joint: RelDispU1, RelDispU2, RelDispU3, RelDispR1, RelDispR2, RelDispR3, RelVelU1, RelVelU2, RelVelU3, RelVelR1, RelVelR2, RelVelR3, RelAccelU1, RelAccelU2, RelAccelU3, RelAccelR1, RelAccelR2, RelAccelR3, AbsDispU1, AbsDispU2, AbsDispU3, AbsDispR1, AbsDispR2, AbsDispR3, AbsVelU1, AbsVelU2, AbsVelU3, AbsVelR1, AbsVelR2, AbsVelR3, AbsAccelU1, AbsAccelU2, AbsAccelU3, AbsAccelR1, AbsAccelR2, AbsAccelR3, ReactionF1, ReactionF2, ReactionF3, ReactionM1, ReactionM2, ReactionM3. Frame: P, V2, V3, T, M2, M3 AreaShell Resultants: F11, F22, F12, FMax, FMin, FVM, M11, M22, M12, MMax, MMin, V13, V23, VMax. AreaShell Top Stresses: TopS11, TopS22, TopS12, TopSMax, TopSMin, TopSVM, TopS13, TopS23, TopSVMax. AreaShell Bottom Stresses: BotS11, BotS22, BotS12, BotSMax, BotSMin, BotSVM, BotS13, BotS23, BotSVMax. AreaShell Layer Stresses: LayS11, LayS22, LayS12, LaySMax, LaySMin, LaySVM, LayS13, LayS23, LaySVMax. AreaPlane: S11, S22, S33, S12, SMax, SMin, SVM. AreaAsolid: S11, S22, S33, S12, SMax, SMin, SVM. Table: Function - Plot Functions Field: AbsDist Page 539 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Solid: S11, S22, S33, S12, S13, S23, SMax, SMid, SMin, SVM. Link: DeformU1, DeformU2, DeformU3, DeformR1, DeformR2, DeformR3, PI, V2I, V3I, TI, M2I, M3I, PJ, V2J, V3J, TJ, M2J, M3J,Section Cut: F1, F2, F3, M1, M2, M3, Generalized Displacement: Not Used. Field: Mode Field is Imported: Yes Format: Controlled by program Units: Text This is either All, indicating that all modes are considered in the output, or it is a single mode number, indicating that only the specified mode is considered in the output. Field: RefItem Field is Imported: Yes Format: Controlled by program Units: Text This is either 'CSys Origin' or the name of a joint attached to the specified object. This item only applies for area objects and solid objects. It is the reference location from which the output location is determined using the specified offsets. If the specified coordinate system is 'Local' then this item must be a joint. Field: CoordSys Field is Imported: Yes Format: Controlled by program Units: Text The name of the coordinate system in which the offsets to the output point are specified. This item only applies for area objects and solid objects. Field: OffsetX Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The offset from the specified reference point to the output location in the coordinate system X direction. If the Local coordinate system is specified then this is the offset in the local 1 direction. This item only applies for area objects and solid objects. Table: Function - Plot Functions Field: Mode Page 540 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: OffsetY Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The offset from the specified reference point to the output location in the coordinate system Y direction. If the Local coordinate system is specified then this is the offset in the local 2 direction. This item only applies for area objects and solid objects. Field: OffsetZ Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The offset from the specified reference point to the output location in the coordinate system Z direction. If the Local coordinate system is specified then this is the offset in the local 3 direction. This item only applies for area objects and solid objects. Field: ClosestJt Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the output location is to be the closest analysis model joint associated with the specified object to the output location specified by the offsets. This item only applies for area objects and solid objects. Field: LayerName Field is Imported: Yes Format: Controlled by program Units: Text This name of a layer in a layered shell for which layered shell stresses are reported. This item only applies for area objects with layered shellsection assignments. Field: ThickLoc Field is Imported: Yes Format: Controlled by program Units: Text This is either -2, -1, 0, or a number greater than 0. A value of -2 means stresses are reported at the bottom of the layer, -1 means the top of the layer, 0 means midheight of the layer, and greater than 0 means at the specified integration point. Table: Function - Plot Functions Field: OffsetY Page 541 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation This item only applies for area objects with layered shellsection assignments. Table: Function - Power Spectral Density - From File Field: Name Field is Imported: Yes Format: Controlled by program Units: Text Name of the power spectral density function from file. Field: Frequency Field is Imported: No Format: Controlled by program Units: Unitless Frequency for a step in the power spectral density function. Field: Value Field is Imported: No Format: Controlled by program Units: Unitless The power spectral density function value at the specified time. The units for this item are the reciprocal of the frequency units. Field: FreqUnits Field is Imported: Yes Format: Controlled by program Units: Text This is either Hz or RPM indicating the units of the frequency in the file. Note that for power spectral density functions the units of the Value item are the reciprocal of the units for the Frequency item. Field: HeaderLines Field is Imported: Yes Format: Controlled by program Units: Unitless The number of lines SAP2000 will ignore at the beginning of the file. Table: Function - Power Spectral Density - From File Field: Name Page 542 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: PrefixChars Field is Imported: Yes Format: Controlled by program Units: Unitless The number of characters SAP2000 will ignore at the beginning of each line in the file. Field: PtsPerLine Field is Imported: Yes Format: Controlled by program Units: Unitless How many function values, or sets of time and function values, depending on the DataType, are specified on each line of the file. Field: DataType Field is Imported: Yes Format: Controlled by program Units: Text This is either Equal Interval or Freq and Value. Equal Interval means that the file contains function values that are spaced at an equal frequency value that is specified in the Interval column. Freq and Value means that the file contains sets of frequency and function values. Field: FormatType Field is Imported: Yes Format: Controlled by program Units: Text This is either Free or Fixed indicating the format type for the data in the file. Field: FixedLength Field is Imported: Yes Format: Controlled by program Units: Unitless This is the number of characters per item that applies if the format type is Fixed. Field: Interval Field is Imported: Yes Format: Other Time (Seconds) (Time-Related section of form) Units: Sec An equal frequency interval between function values. This item applies when DataType is Equal Interval. Table: Function - Power Spectral Density - From File Field: PrefixChars Page 543 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: FileName Field is Imported: Yes Format: Controlled by program Units: Text Name of the text file containing the function. Table: Function - Power Spectral Density - User Field: Name Field is Imported: Yes Format: Controlled by program Units: Text Name of the user-defined power spectral density function. Field: Frequency Field is Imported: Yes Format: Frequency (Time-Related section of form) Units: Cyc/sec Frequency in Hz for a step in the power spectral density function. Field: Value Field is Imported: Yes Format: Controlled by program Units: Unitless The power spectral density function value at the specified time. The units for this item are the reciprocal of the frequency units. Table: Function - Response Spectrum - AASHTO 2006 Field: Name Field is Imported: Yes Format: Controlled by program Units: Text Name of the AASHTO 2006 response spectrum function. Field: Period Field is Imported: No Format: Period (Time-Related section of form) Units: Sec The response spectrum function period value. Table: Function - Power Spectral Density - User Field: FileName Page 544 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Accel Field is Imported: No Format: Controlled by program Units: Unitless The response spectrum function acceleration value. Note that this item is unitless. The acceleration units are in the scale factor that you specify for the function when you define the response spectrum case. Field: FuncDamp Field is Imported: Yes Format: Controlled by program Units: Unitless The damping ratio (fraction of critical damping) associated with the response spectrum function. Field: A Field is Imported: Yes Format: Controlled by program Units: Unitless The AASHTO 2006 acceleration coefficient specified in AASHTO LRFD 2006 Article 3.10.2. Field: SoilType Field is Imported: Yes Format: Controlled by program Units: Text This is either I, II, III or IV indicating the Soil Profile Type specified in AASHTO LRFD 2006 Table 3.10.5.1-1. Table: Function - Response Spectrum - AASHTO 2007 Field: Name Field is Imported: Yes Format: Controlled by program Units: Text Name of the AASHTO 2007 response spectrum function. Table: Function - Response Spectrum - AASHTO 2007 Field: Accel Page 545 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Period Field is Imported: No Format: Period (Time-Related section of form) Units: Sec The response spectrum function period value. Field: Accel Field is Imported: No Format: Controlled by program Units: Unitless The response spectrum function acceleration value. Note that this item is unitless. The acceleration units are in the scale factor that you specify for the function when you define the response spectrum case. Field: FuncDamp Field is Imported: Yes Format: Controlled by program Units: Unitless The damping ratio (fraction of critical damping) associated with the response spectrum function. Field: AccOption Field is Imported: Yes Format: Controlled by program Units: Text This is either Latitude/Longitude, Zip Code or User indicating the option used to determine the Ss and S1 spectral accelerations. Field: Latitude Field is Imported: Yes Format: Controlled by program Units: Unitless This item is only applicable when the AccOption item is Latitude/Longitude. Field: Longitude Field is Imported: Yes Format: Controlled by program Units: Unitless This item is only applicable when the AccOption item is Latitude/Longitude. Table: Function - Response Spectrum - AASHTO 2007 Field: Period Page 546 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ZipCode Field is Imported: Yes Format: Controlled by program Units: Text The 5-digit zip code of the site where the response spectrum is desired. This item is only applicable when the AccOption item is Zip Code. Note that the Ss and S1 values used for this option are those at the center of the specified zip codes; they are not maximum or minimum values. For some zip codes (such as those in coastal California) there may be significance variation of Ss and S1 over the zip code.Thus the zip code option should be used with care. In general, the Latitude/Longitude method is recommended. Field: Ss Field is Imported: Yes Format: Controlled by program Units: Unitless This item is only imported when the AccOption item is User. Field: S1 Field is Imported: Yes Format: Controlled by program Units: Unitless This item is only imported when the AccOption item is User. Field: PGA Field is Imported: Yes Format: Controlled by program Units: Unitless This item is only imported when the AccOption item is User. Field: SiteClass Field is Imported: Yes Format: Controlled by program Units: Text This is either A, B, C, D, E or F indicating the site class for the considered site. Field: Fa Field is Imported: Yes Format: Controlled by program Units: Unitless This item is only imported when the SiteClass item is F. Table: Function - Response Spectrum - AASHTO 2007 Field: ZipCode Page 547 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Fv Field is Imported: Yes Format: Controlled by program Units: Unitless This item is only imported when the SiteClass item is F. Field: Fpga Field is Imported: Yes Format: Controlled by program Units: Unitless This item is only imported when the SiteClass item is F. Field: SDS Field is Imported: No Format: Controlled by program Units: Unitless The design response spectrum acceleration at short periods. SDS = Fa * Ss. Field: SD1 Field is Imported: No Format: Controlled by program Units: Unitless The design response spectrum acceleration at 1-second period. SD1 = Fv * S1. Table: Function - Response Spectrum - AS 1170 2007 Field: Name Field is Imported: Yes Format: Controlled by program Units: Text Name of the AS 1170.4 2007 response spectrum function. Field: Period Field is Imported: No Format: Period (Time-Related section of form) Units: Sec The response spectrum function period value. Table: Function - Response Spectrum - AS 1170 2007 Field: Fv Page 548 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Accel Field is Imported: No Format: Controlled by program Units: Unitless The response spectrum function acceleration value. Note that this item is unitless. The acceleration units are in the scale factor that you specify for the function when you define the response spectrum case. Field: FuncDamp Field is Imported: Yes Format: Controlled by program Units: Unitless The damping ratio (fraction of critical damping) associated with the response spectrum function. Field: SiteClass Field is Imported: Yes Format: Controlled by program Units: Text This is either A, B, C, D or E indicating the Site Sub Soil Class. Field: ProbFact Field is Imported: Yes Format: Controlled by program Units: Unitless The AS 1170.4 2007 probability factor, kp, specified in Table 3.1. Field: HazFact Field is Imported: Yes Format: Controlled by program Units: Unitless The AS 1170.4 2007 hazard factor, Z, specified in Table 3.2. Field: StPerFact Field is Imported: Yes Format: Controlled by program Units: Unitless The AS 1170.4 2007 structure performance factor, Sp, specified in Table 6.5. Table: Function - Response Spectrum - AS 1170 2007 Field: Accel Page 549 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: StDucFact Field is Imported: Yes Format: Controlled by program Units: Unitless The AS 1170.4 2007 structure ductility factor, u, specified in Table 6.5. Table: Function - Response Spectrum - BOCA96 Field: Name Field is Imported: Yes Format: Controlled by program Units: Text Name of the BOCA96 response spectrum function. Field: Period Field is Imported: No Format: Period (Time-Related section of form) Units: Sec The response spectrum function period value. Field: Accel Field is Imported: No Format: Controlled by program Units: Unitless The response spectrum function acceleration value. Note that this item is unitless. The acceleration units are in the scale factor that you specify for the function when you define the response spectrum case. Field: FuncDamp Field is Imported: Yes Format: Controlled by program Units: Unitless The damping ratio (fraction of critical damping) associated with the response spectrum function. Field: Aa Field is Imported: Yes Format: Controlled by program Units: Unitless The BOCA96 seismic coefficient representing the effective peak acceleration. Table: Function - Response Spectrum - BOCA96 Field: StDucFact Page 550 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Av Field is Imported: Yes Format: Controlled by program Units: Unitless The BOCA96 seismic coefficient representing the effective peak velocity-related acceleration. Field: R Field is Imported: Yes Format: Controlled by program Units: Unitless The BOCA96 response modification factor. Field: S Field is Imported: Yes Format: Controlled by program Units: Unitless The BOCA96 coefficient for the soil profile characteristics of the site. Table: Function - Response Spectrum - Chinese 2002 Field: Name Field is Imported: Yes Format: Controlled by program Units: Text Name of the Chinese 2002 response spectrum function. Field: Period Field is Imported: No Format: Period (Time-Related section of form) Units: Sec The response spectrum function period value. Field: Accel Field is Imported: No Format: Controlled by program Units: Unitless The response spectrum function acceleration value. Note that this item is unitless. The acceleration units are in the scale factor that you specify for the function when you define the response spectrum case. Table: Function - Response Spectrum - Chinese 2002 Field: Av Page 551 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: FuncDamp Field is Imported: Yes Format: Controlled by program Units: Unitless The damping ratio (fraction of critical damping) associated with the response spectrum function. Field: AlphaMax Field is Imported: Yes Format: Controlled by program Units: Unitless The maximum influence factor. Field: SI Field is Imported: Yes Format: Controlled by program Units: Text This is one of the following items indicating the Chinese 2002 seismic intensity: 6 (0.05g), 7 (0.10g), 7 (0.15g), 8 (0.20g), 8 (0.30g), or 9 (0.40g). Field: Tg Field is Imported: Yes Format: Period (Time-Related section of form) Units: Sec The Chinese 2002 characteristic ground period. Field: PTDF Field is Imported: Yes Format: Controlled by program Units: Unitless The Chinese 2002 period time discount factor. Table: Function - Response Spectrum - Chinese 2002 Field: FuncDamp Page 552 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Function - Response Spectrum - EuroCode8 Field: Name Field is Imported: Yes Format: Controlled by program Units: Text Name of the EuroCode8 response spectrum function. Field: Period Field is Imported: No Format: Period (Time-Related section of form) Units: Sec The response spectrum function period value. Field: Accel Field is Imported: No Format: Controlled by program Units: Unitless The response spectrum function acceleration value. Note that this item is unitless. The acceleration units are in the scale factor that you specify for the function when you define the response spectrum case. Field: FuncDamp Field is Imported: Yes Format: Controlled by program Units: Unitless The damping ratio (fraction of critical damping) associated with the response spectrum function. Field: Ag Field is Imported: Yes Format: Controlled by program Units: Unitless The EuroCode8 design ground acceleration. Field: SoilClass Field is Imported: Yes Format: Controlled by program Units: Text The EuroCode8 subsoil class. This is either A, B or C. Table: Function - Response Spectrum - EuroCode8 Field: Name Page 553 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: DampFactor Field is Imported: Yes Format: Controlled by program Units: Unitless The EuroCode8 damping correction factor. Table: Function - Response Spectrum - EuroCode8 2004 Field: Name Field is Imported: Yes Format: Controlled by program Units: Text Name of the EuroCode8 response spectrum function. Field: Period Field is Imported: No Format: Period (Time-Related section of form) Units: Sec . Field: Accel Field is Imported: No Format: Controlled by program Units: Unitless . Field: FuncDamp Field is Imported: Yes Format: Controlled by program Units: Unitless The damping ratio (fraction of critical damping) associated with the response spectrum function. Field: Ag Field is Imported: Yes Format: Controlled by program Units: Unitless The EuroCode8-2004 design ground acceleration in g, ag. Table: Function - Response Spectrum - EuroCode8 2004 Field: DampFactor Page 554 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: SpecType Field is Imported: Yes Format: Controlled by program Units: Text The EuroCode8-2004 spectrum type. This is either 1 or 2. Field: GroundType Field is Imported: Yes Format: Controlled by program Units: Text The EuroCode8-2004 ground type. This is either A, B, C, D or E. Field: LBFact Field is Imported: Yes Format: Controlled by program Units: Unitless The EuroCode8-2004 lower bound factor, Beta. Field: BehaveFact Field is Imported: Yes Format: Controlled by program Units: Unitless The EuroCode8-2004 behavior factor, q. Table: Function - Response Spectrum - From File Field: Name Field is Imported: Yes Format: Controlled by program Units: Text Name of the response spectrum function from file. Field: Frequency Field is Imported: No Format: Frequency (Time-Related section of form) Units: Cyc/sec The response spectrum function frequency value. Table: Function - Response Spectrum - From File Field: SpecType Page 555 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Period Field is Imported: No Format: Period (Time-Related section of form) Units: Sec The response spectrum function period value. Field: Accel Field is Imported: No Format: Controlled by program Units: Unitless The response spectrum function acceleration value. Note that this item is unitless. The acceleration units are in the scale factor that you specify for the function when you define the response spectrum case. Field: FuncDamp Field is Imported: Yes Format: Controlled by program Units: Unitless The damping ratio (fraction of critical damping) associated with the response spectrum function. Field: HeaderLines Field is Imported: Yes Format: Controlled by program Units: Unitless Number of header lines in the file that SAP2000 will ignore. Field: DataType Field is Imported: Yes Format: Controlled by program Units: Text This is either Freq vs Accel or Period vs Accel. Field: FileName Field is Imported: Yes Format: Controlled by program Units: Text Name of the text file containing the function. Table: Function - Response Spectrum - From File Field: Period Page 556 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Function - Response Spectrum - IBC2003 Field: Name Field is Imported: Yes Format: Controlled by program Units: Text Name of the IBC2003 response spectrum function. Field: Period Field is Imported: No Format: Period (Time-Related section of form) Units: Sec The response spectrum function period value. Field: Accel Field is Imported: No Format: Controlled by program Units: Unitless The response spectrum function acceleration value. Note that this item is unitless. The acceleration units are in the scale factor that you specify for the function when you define the response spectrum case. Field: FuncDamp Field is Imported: Yes Format: Controlled by program Units: Unitless The damping ratio (fraction of critical damping) associated with the response spectrum function. Field: SDS Field is Imported: Yes Format: Controlled by program Units: Unitless The IBC2003 design earthquake spectral response at short periods. Field: SD1 Field is Imported: Yes Format: Controlled by program Units: Unitless The IBC2003 design earthquake spectral response at a one second period. Table: Function - Response Spectrum - IBC2003 Field: Name Page 557 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Function - Response Spectrum - IBC2006 Field: Name Field is Imported: Yes Format: Controlled by program Units: Text Name of the IBC2006 response spectrum function. Field: Period Field is Imported: No Format: Period (Time-Related section of form) Units: Sec The response spectrum function period value. Field: Accel Field is Imported: No Format: Controlled by program Units: Unitless The response spectrum function acceleration value. Note that this item is unitless. The acceleration units are in the scale factor that you specify for the function when you define the response spectrum case. Field: FuncDamp Field is Imported: Yes Format: Controlled by program Units: Unitless The damping ratio (fraction of critical damping) associated with the response spectrum function. Field: AccOption Field is Imported: Yes Format: Controlled by program Units: Text This is either Latitude/Longitude, Zip Code or User indicating the option used to determine the Ss and S1 spectral accelerations. Field: Latitude Field is Imported: Yes Format: Controlled by program Units: Unitless This item is only applicable when the AccOption item is Latitude/Longitude. Table: Function - Response Spectrum - IBC2006 Field: Name Page 558 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Longitude Field is Imported: Yes Format: Controlled by program Units: Unitless This item is only applicable when the AccOption item is Latitude/Longitude. Field: ZipCode Field is Imported: Yes Format: Controlled by program Units: Text The 5-digit zip code of the site where the response spectrum is desired. This item is only applicable when the AccOption item is Zip Code. Note that the Ss and S1 values used for this option are those at the center of the specified zip codes; they are not maximum or minimum values. For some zip codes (such as those in coastal California) there may be significance variation of Ss and S1 over the zip code.Thus the zip code option should be used with care. In general, the Latitude/Longitude method is recommended. Field: Ss Field is Imported: Yes Format: Controlled by program Units: Unitless This item is only imported when the AccOption item is User. Field: S1 Field is Imported: Yes Format: Controlled by program Units: Unitless This item is only imported when the AccOption item is User. Field: TL Field is Imported: Yes Format: Period (Time-Related section of form) Units: Sec The long-period transition period. Field: SiteClass Field is Imported: Yes Format: Controlled by program Units: Text This is either A, B, C, D, E or F indicating the site class for the considered site. Table: Function - Response Spectrum - IBC2006 Field: Longitude Page 559 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Fa Field is Imported: Yes Format: Controlled by program Units: Unitless This item is only imported when the SiteClass item is F. Field: Fv Field is Imported: Yes Format: Controlled by program Units: Unitless This item is only imported when the SiteClass item is F. Field: SDS Field is Imported: No Format: Controlled by program Units: Unitless The design response spectrum acceleration at short periods. SDS = (2/3) * Fa * Ss. Field: SD1 Field is Imported: No Format: Controlled by program Units: Unitless The design response spectrum acceleration at 1-second period. SD1 = (2/3) * Fv * S1. Table: Function - Response Spectrum - IS1893:2002 Field: Name Field is Imported: Yes Format: Controlled by program Units: Text Name of the IS1893 2002 response spectrum function. Field: Period Field is Imported: No Format: Period (Time-Related section of form) Units: Sec The response spectrum function period value. Table: Function - Response Spectrum - IS1893:2002 Field: Fa Page 560 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Accel Field is Imported: No Format: Controlled by program Units: Unitless The response spectrum function acceleration value. Note that this item is unitless. The acceleration units are in the scale factor that you specify for the function when you define the response spectrum case. Field: FuncDamp Field is Imported: Yes Format: Controlled by program Units: Unitless The damping ratio (fraction of critical damping) associated with the response spectrum function. Field: Z Field is Imported: Yes Format: Controlled by program Units: Unitless The IS1893 2002 seismic zone factor, Z. Field: SoilType Field is Imported: Yes Format: Controlled by program Units: Text This is either I, II or III indicating the IS1893 2002 soil type. Table: Function - Response Spectrum - Italian 3274 Field: Name Field is Imported: Yes Format: Controlled by program Units: Text Name of the Italian 3274 response spectrum function. Field: Period Field is Imported: No Format: Period (Time-Related section of form) Units: Sec The response spectrum function period value. Table: Function - Response Spectrum - Italian 3274 Field: Accel Page 561 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Accel Field is Imported: No Format: Controlled by program Units: Unitless The response spectrum function acceleration value. Note that this item is unitless. The acceleration units are in the scale factor that you specify for the function when you define the response spectrum case. Field: FuncDamp Field is Imported: Yes Format: Controlled by program Units: Unitless The damping ratio (fraction of critical damping) associated with the response spectrum function. Field: PGA Field is Imported: Yes Format: Controlled by program Units: Unitless The peak ground acceleration expressed as a fraction of the acceleration due to gravity, g. Field: SoilType Field is Imported: Yes Format: Controlled by program Units: Text This is either A, B, C, E or D indicating the soil type. Field: StructFact Field is Imported: Yes Format: Controlled by program Units: Unitless The structure modification factor used to modify horizontal response. Field: SpecLevel Field is Imported: Yes Format: Controlled by program Units: Text This is either Elastic or SLU (Ultimate) indicating the spectrum level. Table: Function - Response Spectrum - Italian 3274 Field: Accel Page 562 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Direction Field is Imported: Yes Format: Controlled by program Units: Text This is either Horizontal or Vertical indicating the response direction. Field: StructType Field is Imported: Yes Format: Controlled by program Units: Text This is either Building or Bridge indicating the structure type. Table: Function - Response Spectrum - NBCC 2005 Field: Name Field is Imported: Yes Format: Controlled by program Units: Text Name of the NBCC 2005 response spectrum function. Field: Period Field is Imported: No Format: Period (Time-Related section of form) Units: Sec The response spectrum function period value. Field: Accel Field is Imported: No Format: Controlled by program Units: Unitless The response spectrum function acceleration value. Note that this item is unitless. The acceleration units are in the scale factor that you specify for the function when you define the response spectrum case. Field: FuncDamp Field is Imported: Yes Format: Controlled by program Units: Unitless The damping ratio (fraction of critical damping) associated with the response spectrum function. Table: Function - Response Spectrum - NBCC 2005 Field: Direction Page 563 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: PGA Field is Imported: Yes Format: Controlled by program Units: Unitless The peak ground acceleration. Field: Sa02 Field is Imported: Yes Format: Controlled by program Units: Unitless The spectral acceleration at a period of 0.2 seconds. Field: Sa05 Field is Imported: Yes Format: Controlled by program Units: Unitless The spectral acceleration at a period of 0.5 seconds. Field: Sa1 Field is Imported: Yes Format: Controlled by program Units: Unitless The spectral acceleration at a period of 1 second. Field: Sa2 Field is Imported: Yes Format: Controlled by program Units: Unitless The spectral acceleration at a period of 2 seconds. Field: SiteClass Field is Imported: Yes Format: Controlled by program Units: Text This is either A, B, C, D, E or F indicating the site class. Field: Fa Field is Imported: Yes Format: Controlled by program Units: Unitless The site coefficient, Fa. Table: Function - Response Spectrum - NBCC 2005 Field: PGA Page 564 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation This item is only imported when the Site Class item is F. Field: Fv Field is Imported: Yes Format: Controlled by program Units: Unitless The site coefficient, Fv. This item is only imported when the Site Class item is F. Table: Function - Response Spectrum - NBCC95 Field: Name Field is Imported: Yes Format: Controlled by program Units: Text Name of the NBCC95 response spectrum function. Field: Period Field is Imported: No Format: Period (Time-Related section of form) Units: Sec The response spectrum function period value. Field: Accel Field is Imported: No Format: Controlled by program Units: Unitless The response spectrum function acceleration value. Note that this item is unitless. The acceleration units are in the scale factor that you specify for the function when you define the response spectrum case. Field: FuncDamp Field is Imported: Yes Format: Controlled by program Units: Unitless The damping ratio (fraction of critical damping) associated with the response spectrum function. Table: Function - Response Spectrum - NBCC95 Field: Fv Page 565 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: V Field is Imported: Yes Format: Controlled by program Units: Unitless The NBCC95 zonal velocity ratio. Field: Za Field is Imported: Yes Format: Controlled by program Units: Unitless The NBCC95 acceleration-related seismic zone. Field: Zv Field is Imported: Yes Format: Controlled by program Units: Unitless The NBCC95 velocity-related seismic zone. Table: Function - Response Spectrum - NCHRP 20-07 Field: Name Field is Imported: Yes Format: Controlled by program Units: Text Name of the NCHRP 20-07 response spectrum function. Field: Period Field is Imported: No Format: Period (Time-Related section of form) Units: Sec The response spectrum function period value. Field: Accel Field is Imported: No Format: Controlled by program Units: Unitless The response spectrum function acceleration value. Note that this item is unitless. The acceleration units are in the scale factor that you specify for the function when you define the response spectrum case. Table: Function - Response Spectrum - NCHRP 20-07 Field: V Page 566 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: FuncDamp Field is Imported: Yes Format: Controlled by program Units: Unitless The damping ratio (fraction of critical damping) associated with the response spectrum function. Field: AccOption Field is Imported: Yes Format: Controlled by program Units: Text This is either Latitude/Longitude, Zip Code or User indicating the option used to determine the Ss and S1 spectral accelerations. Field: Latitude Field is Imported: Yes Format: Controlled by program Units: Unitless This item is only applicable when the AccOption item is Latitude/Longitude. Field: Longitude Field is Imported: Yes Format: Controlled by program Units: Unitless This item is only applicable when the AccOption item is Latitude/Longitude. Field: ZipCode Field is Imported: Yes Format: Controlled by program Units: Text The 5-digit zip code of the site where the response spectrum is desired. This item is only applicable when the AccOption item is Zip Code. Note that the Ss and S1 values used for this option are those at the center of the specified zip codes; they are not maximum or minimum values. For some zip codes (such as those in coastal California) there may be significance variation of Ss and S1 over the zip code.Thus the zip code option should be used with care. In general, the Latitude/Longitude method is recommended. Table: Function - Response Spectrum - NCHRP 20-07 Field: FuncDamp Page 567 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Ss Field is Imported: Yes Format: Controlled by program Units: Unitless This item is only imported when the AccOption item is User. Field: S1 Field is Imported: Yes Format: Controlled by program Units: Unitless This item is only imported when the AccOption item is User. Field: SiteClass Field is Imported: Yes Format: Controlled by program Units: Text This is either A, B, C, D, E or F indicating the site class for the considered site. Field: Fa Field is Imported: Yes Format: Controlled by program Units: Unitless This item is only imported when the SiteClass item is F. Field: Fv Field is Imported: Yes Format: Controlled by program Units: Unitless This item is only imported when the SiteClass item is F. Field: SDS Field is Imported: No Format: Controlled by program Units: Unitless The design response spectrum acceleration at short periods. SDS = Fa * Ss. Field: SD1 Field is Imported: No Format: Controlled by program Units: Unitless The design response spectrum acceleration at 1-second period. SD1 = Fv * S1. Table: Function - Response Spectrum - NCHRP 20-07 Field: Ss Page 568 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Function - Response Spectrum - NEHRP97 Field: Name Field is Imported: Yes Format: Controlled by program Units: Text Name of the NEHRP97 response spectrum function. Field: Period Field is Imported: No Format: Period (Time-Related section of form) Units: Sec The response spectrum function period value. Field: Accel Field is Imported: No Format: Controlled by program Units: Unitless The response spectrum function acceleration value. Note that this item is unitless. The acceleration units are in the scale factor that you specify for the function when you define the response spectrum case. Field: FuncDamp Field is Imported: Yes Format: Controlled by program Units: Unitless The damping ratio (fraction of critical damping) associated with the response spectrum function. Field: SDS Field is Imported: Yes Format: Controlled by program Units: Unitless The NEHRP97 design earthquake spectral response at short periods. Field: SD1 Field is Imported: Yes Format: Controlled by program Units: Unitless The NEHRP97 design earthquake spectral response at a one second period. Table: Function - Response Spectrum - NEHRP97 Field: Name Page 569 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Function - Response Spectrum - NZS 1170 2004 Field: Name Field is Imported: Yes Format: Controlled by program Units: Text Name of the NZS 1170.5 2004 response spectrum function. Field: Period Field is Imported: No Format: Period (Time-Related section of form) Units: Sec The response spectrum function period value. Field: Accel Field is Imported: No Format: Controlled by program Units: Unitless The response spectrum function acceleration value. Note that this item is unitless. The acceleration units are in the scale factor that you specify for the function when you define the response spectrum case. Field: FuncDamp Field is Imported: Yes Format: Controlled by program Units: Unitless The damping ratio (fraction of critical damping) associated with the response spectrum function. Field: SiteClass Field is Imported: Yes Format: Controlled by program Units: Text This is either A, B, C, D or E indicating the Site Sub Soil Class. Field: Z Field is Imported: Yes Format: Controlled by program Units: Unitless The NZS 1170.5 2004 hazard factor specified in clause 3.1.4. Table: Function - Response Spectrum - NZS 1170 2004 Field: Name Page 570 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: R Field is Imported: Yes Format: Controlled by program Units: Unitless The NZS 1170.5 2004 return period factor specified in clause 3.1.5. Field: N Field is Imported: Yes Format: Controlled by program Units: Unitless The NZS 1170.5 2004 near fault factor specified in clause 3.1.6". Table: Function - Response Spectrum - NZS4203 Field: Name Field is Imported: Yes Format: Controlled by program Units: Text Name of the NZS4203 response spectrum function. Field: Period Field is Imported: No Format: Period (Time-Related section of form) Units: Sec The response spectrum function period value. Field: Accel Field is Imported: No Format: Controlled by program Units: Unitless The response spectrum function acceleration value. Note that this item is unitless. The acceleration units are in the scale factor that you specify for the function when you define the response spectrum case. Field: FuncDamp Field is Imported: Yes Format: Controlled by program Units: Unitless The damping ratio (fraction of critical damping) associated with the response spectrum function. Table: Function - Response Spectrum - NZS4203 Field: R Page 571 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ScaleFactor Field is Imported: Yes Format: Controlled by program Units: Unitless The NZS4203 scaling factor. The ordinates of the response spectrum are calculated using 1992 NZS4203 Equations 4.6.3 and 4.6.4. If you are using Equation 4.6.3 then you input the scaling factor as Sp * R * Z * Ls. If you are using Equation 4.6.4 then you input the scaling factor as Sm * Sp * R * Z * Lu. Field: SoilCat Field is Imported: Yes Format: Controlled by program Units: Text The NZS4203 site subsoil category. This is either A, B or C. Table: Function - Response Spectrum - UBC94 Field: Name Field is Imported: Yes Format: Controlled by program Units: Text Name of the UBC94 response spectrum function. Field: Period Field is Imported: No Format: Period (Time-Related section of form) Units: Sec The response spectrum function period value. Field: Accel Field is Imported: No Format: Controlled by program Units: Unitless The response spectrum function acceleration value. Note that this item is unitless. The acceleration units are in the scale factor that you specify for the function when you define the response spectrum case. Table: Function - Response Spectrum - UBC94 Field: ScaleFactor Page 572 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: FuncDamp Field is Imported: Yes Format: Controlled by program Units: Unitless The damping ratio (fraction of critical damping) associated with the response spectrum function. Field: Z Field is Imported: Yes Format: Controlled by program Units: Unitless The UBC94 seismic zone. Field: SoilType Field is Imported: Yes Format: Controlled by program Units: Text The UBC94 soil type. This is either 1, 2 or 3. Table: Function - Response Spectrum - UBC97 Field: Name Field is Imported: Yes Format: Controlled by program Units: Text Name of the UBC97 response spectrum function. Field: Period Field is Imported: No Format: Period (Time-Related section of form) Units: Sec The response spectrum function period value. Field: Accel Field is Imported: No Format: Controlled by program Units: Unitless The response spectrum function acceleration value. Note that this item is unitless. The acceleration units are in the scale factor that you specify for the function when you define the response spectrum case. Table: Function - Response Spectrum - UBC97 Field: FuncDamp Page 573 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: FuncDamp Field is Imported: Yes Format: Controlled by program Units: Unitless The damping ratio (fraction of critical damping) associated with the response spectrum function. Field: Ca Field is Imported: Yes Format: Controlled by program Units: Unitless The UBC97 seismic coefficient Ca. Field: Cv Field is Imported: Yes Format: Controlled by program Units: Unitless The UBC97 seismic coefficient Cv. Table: Function - Response Spectrum - User Field: Name Field is Imported: Yes Format: Controlled by program Units: Text Name of the user-defined response spectrum function. Field: Period Field is Imported: Yes Format: Period (Time-Related section of form) Units: Sec The response spectrum function period value. Field: Accel Field is Imported: Yes Format: Controlled by program Units: Unitless The response spectrum function acceleration value. Note that this item is unitless. The acceleration units are in the scale factor that you specify for the function when you define the response spectrum case. Table: Function - Response Spectrum - User Field: FuncDamp Page 574 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: FuncDamp Field is Imported: Yes Format: Controlled by program Units: Unitless The damping ratio (fraction of critical damping) associated with the response spectrum function. Table: Function - Steady State - From File Field: Name Field is Imported: Yes Format: Controlled by program Units: Text Name of the steady state function from file. Field: Frequency Field is Imported: No Format: Controlled by program Units: Unitless Frequency for a step in the steady state function. Field: Value Field is Imported: No Format: Controlled by program Units: Unitless The steady state function value at the specified time. This item is unitless. Field: FreqUnits Field is Imported: Yes Format: Controlled by program Units: Text This is either Hz or RPM indicating the units of the frequency in the file. Field: HeaderLines Field is Imported: Yes Format: Controlled by program Units: Unitless The number of lines SAP2000 will ignore at the beginning of the file. Table: Function - Steady State - From File Field: FuncDamp Page 575 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: PrefixChars Field is Imported: Yes Format: Controlled by program Units: Unitless The number of characters SAP2000 will ignore at the beginning of each line in the file. Field: PtsPerLine Field is Imported: Yes Format: Controlled by program Units: Unitless How many function values, or sets of time and function values, depending on the DataType, are specified on each line of the file. Field: DataType Field is Imported: Yes Format: Controlled by program Units: Text This is either Equal Interval or Freq and Value. Equal Interval means that the file contains function values that are spaced at an equal frequency value that is specified in the Interval column. Freq and Value means that the file contains sets of frequency and function values. Field: FormatType Field is Imported: Yes Format: Controlled by program Units: Text This is either Free or Fixed indicating the format type for the data in the file. Field: FixedLength Field is Imported: Yes Format: Controlled by program Units: Unitless This is the number of characters per item that applies if the format type is Fixed. Field: Interval Field is Imported: Yes Format: Other Time (Seconds) (Time-Related section of form) Units: Sec An equal frequency interval between function values. This item applies when DataType is Equal Interval. Table: Function - Steady State - From File Field: PrefixChars Page 576 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: FileName Field is Imported: Yes Format: Controlled by program Units: Text Name of the text file containing the function. Table: Function - Steady State - User Field: Name Field is Imported: Yes Format: Controlled by program Units: Text Name of the user-defined steady state function. Field: Frequency Field is Imported: Yes Format: Frequency (Time-Related section of form) Units: Cyc/sec Frequency in Hz for a step in the steady state function. Field: Value Field is Imported: Yes Format: Controlled by program Units: Unitless The steady state function value at the specified time. This item is unitless. Table: Function - Time History - Cosine Field: Name Field is Imported: Yes Format: Controlled by program Units: Text Name of the Cosine time history function. Field: Time Field is Imported: No Format: Other Time (Seconds) (Time-Related section of form) Units: Sec Time value for a step in the time history function. Table: Function - Steady State - User Field: FileName Page 577 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Value Field is Imported: No Format: Controlled by program Units: Unitless The time history function value at the specified time. Note that this item is unitless. The acceleration units are in the scale factor that you specify for the function when you define the time history case. Field: Period Field is Imported: Yes Format: Period (Time-Related section of form) Units: Sec The period of the Cosine function, that is, the time in seconds that it takes for the function to complete one cycle. Field: StepsPerCyc Field is Imported: Yes Format: Controlled by program Units: Unitless The number of function value points provided for each cycle of the function. Field: NumCycles Field is Imported: Yes Format: Controlled by program Units: Unitless The number of cycles in the function. Field: Amplitude Field is Imported: Yes Format: Controlled by program Units: Unitless The maximum function value in the function. Table: Function - Time History - From File Field: Name Field is Imported: Yes Format: Controlled by program Units: Text Name of the time history function from file. Table: Function - Time History - From File Field: Value Page 578 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Time Field is Imported: No Format: Other Time (Seconds) (Time-Related section of form) Units: Sec Time value for a step in the time history function. Field: Value Field is Imported: No Format: Controlled by program Units: Unitless The time history function value at the specified time. Note that this item is unitless. The acceleration units are in the scale factor that you specify for the function when you define the time history case. Field: HeaderLines Field is Imported: Yes Format: Controlled by program Units: Unitless The number of lines SAP2000 will ignore at the beginning of the file. Field: PrefixChars Field is Imported: Yes Format: Controlled by program Units: Unitless The number of characters SAP2000 will ignore at the beginning of each line in the file. Field: PtsPerLine Field is Imported: Yes Format: Controlled by program Units: Unitless How many function values, or sets of time and function values, depending on the DataType, are specified on each line of the file. Field: DataType Field is Imported: Yes Format: Controlled by program Units: Text This is either Equal Interval or Time and Value. Equal Interval means that the file contains function values that are spaced at an equal time value that is specified in the Interval column. Time and Value means that the file contains sets of time and function values. Table: Function - Time History - From File Field: Time Page 579 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: FormatType Field is Imported: Yes Format: Controlled by program Units: Text This is either Free or Fixed indicating the format type for the data in the file. Field: FixedLength Field is Imported: Yes Format: Controlled by program Units: Unitless This is the number of characters per item that applies if the format type is Fixed. Field: Interval Field is Imported: Yes Format: Other Time (Seconds) (Time-Related section of form) Units: Sec An equal time interval between function values. This item applies when DataType is Equal Interval. Field: FileName Field is Imported: Yes Format: Controlled by program Units: Text Name of the text file containing the function. Table: Function - Time History - Ramp Field: Name Field is Imported: Yes Format: Controlled by program Units: Text Name of the Ramp time history function. Field: Time Field is Imported: No Format: Other Time (Seconds) (Time-Related section of form) Units: Sec Time value for a step in the time history function. Table: Function - Time History - Ramp Field: FormatType Page 580 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Value Field is Imported: No Format: Controlled by program Units: Unitless The time history function value at the specified time. Note that this item is unitless. The acceleration units are in the scale factor that you specify for the function when you define the time history case. Field: RampTime Field is Imported: Yes Format: Other Time (Seconds) (Time-Related section of form) Units: Sec The time it takes for the ramp function to initially reach its maximum value. Field: Amplitude Field is Imported: Yes Format: Controlled by program Units: Unitless The maximum function value in the function. Field: MaxTime Field is Imported: Yes Format: Other Time (Seconds) (Time-Related section of form) Units: Sec The time at the end of the ramp function. Table: Function - Time History - Sawtooth Field: Name Field is Imported: Yes Format: Controlled by program Units: Text Name of the Sawtooth time history function. Field: Time Field is Imported: No Format: Other Time (Seconds) (Time-Related section of form) Units: Sec Time value for a step in the time history function. Table: Function - Time History - Sawtooth Field: Value Page 581 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Value Field is Imported: No Format: Controlled by program Units: Unitless The time history function value at the specified time. Note that this item is unitless. The acceleration units are in the scale factor that you specify for the function when you define the time history case. Field: Period Field is Imported: Yes Format: Period (Time-Related section of form) Units: Sec The period of the Sawtooth function, that is, the time in seconds that it takes for the function to complete one cycle. Field: RampTime Field is Imported: Yes Format: Other Time (Seconds) (Time-Related section of form) Units: Sec The time it takes for the Sawtooth function to ramp up from a function value of zero to its maximum amplitude. Field: NumCycles Field is Imported: Yes Format: Controlled by program Units: Unitless The number of cycles in the function. Field: Amplitude Field is Imported: Yes Format: Controlled by program Units: Unitless The maximum function value in the function. Table: Function - Time History - Sine Field: Name Field is Imported: Yes Format: Controlled by program Units: Text Name of the Sine time history function. Table: Function - Time History - Sine Field: Value Page 582 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Time Field is Imported: No Format: Other Time (Seconds) (Time-Related section of form) Units: Sec Time value for a step in the time history function. Field: Value Field is Imported: No Format: Controlled by program Units: Unitless The time history function value at the specified time. Note that this item is unitless. The acceleration units are in the scale factor that you specify for the function when you define the time history case. Field: Period Field is Imported: Yes Format: Period (Time-Related section of form) Units: Sec The period of the Sine function, that is, the time in seconds that it takes for the function to complete one cycle. Field: StepsPerCyc Field is Imported: Yes Format: Controlled by program Units: Unitless The number of function value points provided for each cycle of the function. Field: NumCycles Field is Imported: Yes Format: Controlled by program Units: Unitless The number of cycles in the function. Field: Amplitude Field is Imported: Yes Format: Controlled by program Units: Unitless The maximum function value in the function. Table: Function - Time History - Sine Field: Time Page 583 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Function - Time History - Triangular Field: Name Field is Imported: Yes Format: Controlled by program Units: Text Name of the Triangular time history function. Field: Time Field is Imported: No Format: Other Time (Seconds) (Time-Related section of form) Units: Sec Time value for a step in the time history function. Field: Value Field is Imported: No Format: Controlled by program Units: Unitless The time history function value at the specified time. Note that this item is unitless. The acceleration units are in the scale factor that you specify for the function when you define the time history case. Field: Period Field is Imported: Yes Format: Period (Time-Related section of form) Units: Sec The period of the Triangular function, that is, the time in seconds that it takes for the function to complete one cycle. Field: NumCycles Field is Imported: Yes Format: Controlled by program Units: Unitless The number of cycles in the function. Field: Amplitude Field is Imported: Yes Format: Controlled by program Units: Unitless The maximum function value in the function. Table: Function - Time History - Triangular Field: Name Page 584 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Function - Time History - User Field: Name Field is Imported: Yes Format: Controlled by program Units: Text Name of the user-defined time history function. Field: Time Field is Imported: Yes Format: Other Time (Seconds) (Time-Related section of form) Units: Sec Time value for a step in the time history function. Field: Value Field is Imported: Yes Format: Controlled by program Units: Unitless The time history function value at the specified time. Note that this item is unitless. The acceleration units are in the scale factor that you specify for the function when you define the time history case. Table: Function - Time History - User Periodic Field: Name Field is Imported: Yes Format: Controlled by program Units: Text Name of the user-defined periodic time history function. Field: Time Field is Imported: Yes Format: Other Time (Seconds) (Time-Related section of form) Units: Sec Time value for a step in the time history function. Table: Function - Time History - User Field: Name Page 585 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Value Field is Imported: Yes Format: Controlled by program Units: Unitless The time history function value at the specified time. Note that this item is unitless. The acceleration units are in the scale factor that you specify for the function when you define the time history case. Field: NumCycles Field is Imported: Yes Format: Controlled by program Units: Unitless The number of cycles in the function. Table: General Grids Field: CoordSys Field is Imported: Yes Format: Controlled by program Units: Text The name of the coordinate system with which the general grid system is associated. Field: GridID Field is Imported: Yes Format: Controlled by program Units: Text The label for the grid line. Field: LineType Field is Imported: Yes Format: Controlled by program Units: Text This is either Straight or Arc indicating the line type. If it is Straight then the X1, Y1, X2 and Y2 items are specified to define the line. If it is Arc then the X1, Y1, X2, Y2, XC and YC items are specified to define the arc. Table: General Grids Field: Value Page 586 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: X1 Field is Imported: Yes Format: Coordinates (Structure Dimensions section of form) Units: Length The X coordinate of end point 1 on the grid line in the specified coordinate system. Note that the default bubble location is at the end point 2 end of the grid line. Field: Y1 Field is Imported: Yes Format: Coordinates (Structure Dimensions section of form) Units: Length The Y coordinate of end point 1 on the grid line in the specified coordinate system. Note that the default bubble location is at the end point 2 end of the grid line. Field: X2 Field is Imported: Yes Format: Coordinates (Structure Dimensions section of form) Units: Length The X coordinate of end point 2 on the grid line in the specified coordinate system. Note that the default bubble location is at the end point 2 end of the grid line. Field: Y2 Field is Imported: Yes Format: Coordinates (Structure Dimensions section of form) Units: Length The Y coordinate of end point 2 on the grid line in the specified coordinate system. Note that the default bubble location is at the end point 2 end of the grid line. Field: XC Field is Imported: Yes Format: Coordinates (Structure Dimensions section of form) Units: Length This item only applies to arcs. It is the X coordinate of a third point on the arc in the specified coordinate system. Field: YC Field is Imported: Yes Format: Coordinates (Structure Dimensions section of form) Units: Length This item only applies to arcs. It is the Y coordinate of a third point on the arc in the specified coordinate system. Table: General Grids Field: X1 Page 587 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: PrimaryGrid Field is Imported: Yes Format: Controlled by program Units: Yes/No This is either Yes indicating that the grid line is a primary grid line or it is No indicating that it is a secondary grid line. Secondary grid lines do not display bubbles or grid ID text. Field: LineColor Field is Imported: Yes Format: Controlled by program Units: Text The color of the grid line. Field: ColorByUser Field is Imported: Yes Format: Controlled by program Units: Yes/No This is either Yes indicating that the grid line color was specified by the user, or it is No indicating that grid line color was set by the program. Field: BubbleSize Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The diameter of the grid line bubble. Field: SwitchBub Field is Imported: Yes Format: Controlled by program Units: Yes/No This is either Yes indicating that the grid line bubble is to be switched from the default 2-end of the grid line to the 1-end, or it is No indicating that the bubble is to be at the 2-end. Field: Visible Field is Imported: Yes Format: Controlled by program Units: Yes/No This is either Yes indicating that the grid line is visible or it is No indicating that it is not visible. Table: General Grids Field: PrimaryGrid Page 588 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Generalized Displacement Definitions 1 - Translational Field: GenDispl Field is Imported: Yes Format: Controlled by program Units: Text Name of the generalized displacement. Field: Joint Field is Imported: Yes Format: Controlled by program Units: Text Name of a joint included in the generalized displacement. Field: U1SF Field is Imported: Yes Format: Controlled by program Units: Unitless The scale factor that multiplies the translation of the U1 degree of freedom of the joint. Field: U2SF Field is Imported: Yes Format: Controlled by program Units: Unitless The scale factor that multiplies the translation of the U2 degree of freedom of the joint. Field: U3SF Field is Imported: Yes Format: Controlled by program Units: Unitless The scale factor that multiplies the translation of the U3 degree of freedom of the joint. Field: R1SF Field is Imported: Yes Format: Gen Displ L/Rad (Displacements section of form) Units: Length/rad The scale factor that multiplies the rotation of the R1 degree of freedom of the joint. Table: Generalized Displacement Definitions 1 - Translational Field: GenDispl Page 589 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: R2SF Field is Imported: Yes Format: Gen Displ L/Rad (Displacements section of form) Units: Length/rad The scale factor that multiplies the rotation of the R1 degree of freedom of the joint. Field: R3SF Field is Imported: Yes Format: Gen Displ L/Rad (Displacements section of form) Units: Length/rad The scale factor that multiplies the rotation of the R1 degree of freedom of the joint. Table: Generalized Displacement Definitions 2 - Rotational Field: GenDispl Field is Imported: Yes Format: Controlled by program Units: Text Name of the generalized displacement. Field: Joint Field is Imported: Yes Format: Controlled by program Units: Text Name of a joint included in the generalized displacement. Field: U1SF Field is Imported: Yes Format: Gen Displ Rad/L (Displacements section of form) Units: Rad/Length The scale factor that multiplies the translation of the U1 degree of freedom of the joint. Field: U2SF Field is Imported: Yes Format: Gen Displ Rad/L (Displacements section of form) Units: Rad/Length The scale factor that multiplies the translation of the U2 degree of freedom of the joint. Table: Generalized Displacement Definitions 2 - Rotational Field: R2SF Page 590 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: U3SF Field is Imported: Yes Format: Gen Displ Rad/L (Displacements section of form) Units: Rad/Length The scale factor that multiplies the translation of the U3 degree of freedom of the joint. Field: R1SF Field is Imported: Yes Format: Controlled by program Units: Unitless The scale factor that multiplies the rotation of the R1 degree of freedom of the joint. Field: R2SF Field is Imported: Yes Format: Controlled by program Units: Unitless The scale factor that multiplies the rotation of the R1 degree of freedom of the joint. Field: R3SF Field is Imported: Yes Format: Controlled by program Units: Unitless The scale factor that multiplies the rotation of the R1 degree of freedom of the joint. Table: General Reference Line 01 - General Field: GRLName Field is Imported: Yes Format: Controlled by program Units: Text The name of a general reference line. Field: CoordSys Field is Imported: Yes Format: Controlled by program Units: Text The name the coordinate system in which the general reference line is defined. The general reference line plan points are defined using X and Y values in this coordinate system. The general reference line elevation points are defined using an S value which is a distance along the general reference line when it is projected into the XY plane of this coordinate system and a Z value in this coordinate system. Table: General Reference Line 01 - General Field: U3SF Page 591 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: DiscLength Field is Imported: Yes Format: Absolute Distance (Structure Dimensions section of form) Units: Length The maximum discretization length along curves for the general reference line. Field: DiscAngle Field is Imported: Yes Format: Angles (Structure Dimensions section of form) Units: Degrees The maximum discretization angle around curves for the general reference line. Field: Color Field is Imported: Yes Format: Controlled by program Units: Text This is either a defined color or an integer representation of the color of the general reference line. The possible defined colors are Black, Red, Orange, Yellow, Green, Cyan, Blue, Magenta, White, Dark Red, Dark Yellow, Dark Green, Dark Cyan, Dark Blue, Dark Magenta, Gray1, Gray2, Gray3, Gray4, Gray5, Gray6, Gray7 and Gray8. Gray1 is a light gray and Gray8 is a dark gray. Field: Visible Field is Imported: Yes Format: Controlled by program Units: Yes/No This is Yes if the general reference line is visible or No if it is not visible. Note that when the general reference line is being editied on the screen it is always visible regardless of this setting. Table: General Reference Line 02 - Plan Points Field: GRLName Field is Imported: Yes Format: Controlled by program Units: Text The name of a general reference line. Table: General Reference Line 02 - Plan Points Field: DiscLength Page 592 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: X Field is Imported: Yes Format: Coordinates (Structure Dimensions section of form) Units: Length The X coordinate of the general reference line in the coordinate system in which it is defined. Field: Y Field is Imported: Yes Format: Coordinates (Structure Dimensions section of form) Units: Length The Y coordinate of the general reference line in the coordinate system in which it is defined. Field: CurveType Field is Imported: Yes Format: Controlled by program Units: Text The curve type assigned to the considered general reference line definition point. This is one of the following: None Circular Curve Highway Curve Parabolic Curve Bezier Curve BSpline Curve Bezier Child BSpline Child . Field: Radius Field is Imported: Yes Format: Absolute Distance (Structure Dimensions section of form) Units: Length A circular curve radius. This item applies to circular and highway curves. Field: CurveLength Field is Imported: Yes Format: Absolute Distance (Structure Dimensions section of form) Units: Length The total length of a highway curve including the circular curve portion and the spiral transition portions at each end of the curve. This item applies to highway curves. Table: General Reference Line 02 - Plan Points Field: X Page 593 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: AngleSym Field is Imported: Yes Format: Angles (Structure Dimensions section of form) Units: Degrees The angle measured from the X axis in the coordinate system in which the general reference line is defined to the axis of symmetry of a parabolic curve. This item applies to parabolic curves. Field: SlopeRate Field is Imported: Yes Format: 1/Length (Miscellaneous section of form) Units: 1/Length The rate at which the slope of a parabolic curve is changing in percent. This item applies to parabolic curves. Field: NumContPts Field is Imported: Yes Format: Controlled by program Units: Unitless The number of control points for a bezier or a bspline curve. This item applies to bezier and bspline curves. Field: NumDiscPts Field is Imported: Yes Format: Controlled by program Units: Unitless The number of discretization points for a bezier or a bspline curve. This item applies to bezier and bspline curves. Field: CurveOrder Field is Imported: Yes Format: Controlled by program Units: Unitless The curve order of a bspline curve. This item specifies the number of control points that influence the coordinate of as station along the curve. This item applies to bspline curves. Field: BezierPar Field is Imported: Yes Format: Controlled by program Units: Unitless The point number of the start point (parent point) of the bezier curve to which the specified point belongs. This item applies to child points of bezier curves. Table: General Reference Line 02 - Plan Points Field: AngleSym Page 594 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: BSplinePar Field is Imported: Yes Format: Controlled by program Units: Unitless The point number of the start point (parent point) of the BSpline curve to which the specified point belongs. This item applies to child points of bspline curves. Table: General Reference Line 03 - Elevation Points Field: GRLName Field is Imported: Yes Format: Controlled by program Units: Text The name of a general reference line. Field: S Field is Imported: Yes Format: Coordinates (Structure Dimensions section of form) Units: Length A station along the general reference line. A station is the distance measured from the beginning of the general reference line when the line is projected into the XY plane of the coordinate system in which it is defined. Field: Z Field is Imported: Yes Format: Coordinates (Structure Dimensions section of form) Units: Length The Z coordinate of the general reference line in the coordinate system in which it is defined. Field: CurveType Field is Imported: Yes Format: Controlled by program Units: Text The curve type assigned to the considered general reference line definition point. This is one of the following: None Circular Curve Highway Curve Parabolic Curve Bezier Curve BSpline Curve Table: General Reference Line 03 - Elevation Points Field: BSplinePar Page 595 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Bezier Child BSpline Child . Field: Radius Field is Imported: Yes Format: Absolute Distance (Structure Dimensions section of form) Units: Length A circular curve radius. This item applies to circular and highway curves. Field: CurveLength Field is Imported: Yes Format: Absolute Distance (Structure Dimensions section of form) Units: Length The total length of a highway curve including the circular curve portion and the spiral transition portions at each end of the curve. This item applies to highway curves. Field: AngleSym Field is Imported: Yes Format: Angles (Structure Dimensions section of form) Units: Degrees The angle measured from the X axis in the coordinate system in which the general reference line is defined to the axis of symmetry of a parabolic curve. This item applies to parabolic curves. Field: SlopeRate Field is Imported: Yes Format: 1/Length (Miscellaneous section of form) Units: 1/Length The rate at which the slope of a parabolic curve is changing in percent. This item applies to parabolic curves. Field: NumContPts Field is Imported: Yes Format: Controlled by program Units: Unitless The number of control points for a bezier or a bspline curve. This item applies to bezier and bspline curves. Table: General Reference Line 03 - Elevation Points Field: Radius Page 596 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: NumDiscPts Field is Imported: Yes Format: Controlled by program Units: Unitless The number of discretization points for a bezier or a bspline curve. This item applies to bezier and bspline curves. Field: CurveOrder Field is Imported: Yes Format: Controlled by program Units: Unitless The curve order of a bspline curve. This item specifies the number of control points that influence the coordinate of as station along the curve. This item applies to bspline curves. Field: BezierPar Field is Imported: Yes Format: Controlled by program Units: Unitless The point number of the start point (parent point) of the bezier curve to which the specified point belongs. This item applies to child points of bezier curves. Field: BSplinePar Field is Imported: Yes Format: Controlled by program Units: Unitless The point number of the start point (parent point) of the BSpline curve to which the specified point belongs. This item applies to child points of bspline curves. Table: General Reference Line 04 - Discretized Coordinates Field: GRLName Field is Imported: No Format: Controlled by program Units: Text The name of a general reference line. Table: General Reference Line 04 - Discretized Coordinates Field: NumDiscPts Page 597 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: CoordSys Field is Imported: No Format: Controlled by program Units: Text The name the coordinate system in which the general reference line is defined. The general reference line plan points are defined using X and Y values in this coordinate system. The general reference line elevation points are defined using an S value which is a distance along the general reference line when it is projected into the XY plane of this coordinate system and a Z value in this coordinate system. Field: CurrentCSys Field is Imported: No Format: Controlled by program Units: Text The current coordinate system when this table was created. The X, Y and Z coordinates reported in this table are in this coordinate system. Field: S Field is Imported: No Format: Coordinates (Structure Dimensions section of form) Units: Length A station along the general reference line. A station is the distance measured from the beginning of the general reference line when the line is projected into the XY plane of the coordinate system in which it is defined. Field: X Field is Imported: No Format: Coordinates (Structure Dimensions section of form) Units: Length The X coordinate of the general reference line at the specified station in the coordinate system specified by the CurrentCSys item. Field: Y Field is Imported: No Format: Coordinates (Structure Dimensions section of form) Units: Length The X coordinate of the general reference line at the specified station in the coordinate system specified by the CurrentCSys item. Table: General Reference Line 04 - Discretized Coordinates Field: CoordSys Page 598 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Z Field is Imported: No Format: Coordinates (Structure Dimensions section of form) Units: Length The X coordinate of the general reference line at the specified station in the coordinate system specified by the CurrentCSys item. Field: GlobalX Field is Imported: No Format: Coordinates (Structure Dimensions section of form) Units: Length The global X coordinate of the general reference line at the specified station. Field: GlobalY Field is Imported: No Format: Coordinates (Structure Dimensions section of form) Units: Length The global Y coordinate of the general reference line at the specified station. Field: GlobalZ Field is Imported: No Format: Coordinates (Structure Dimensions section of form) Units: Length The global Z coordinate of the general reference line at the specified station. Table: Grid Lines Field: CoordSys Field is Imported: Yes Format: Controlled by program Units: Text Name of the coordinate system for which the grid lines are defined. Field: AxisDir Field is Imported: Yes Format: Controlled by program Units: Text This is either X, R, Y, T or Z indicating the axis direction used to locate the grid line. X and Y only apply to Cartesian coordinate systems. R and T only apply to Cylindrical coordinate systems. Z applies to both Cartesian and Cylindrical coordinate systems. Table: Grid Lines Field: Z Page 599 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: GridID Field is Imported: Yes Format: Controlled by program Units: Text The name of the grid line. Field: XRYZCoord Field is Imported: Yes Format: Coordinates (Structure Dimensions section of form) Units: Length Location of the grid line along the axis specified by the AxisDir item when the AxisDir item is X, R, Y or Z. Field: TAngle Field is Imported: Yes Format: Angles (Structure Dimensions section of form) Units: Degrees Location (angle) of the grid line when the AxisDir item is T. Field: LineType Field is Imported: Yes Format: Controlled by program Units: Text This is either Primary or Secondary indicating the type of grid line. Field: LineColor Field is Imported: Yes Format: Controlled by program Units: Text This is either a defined color or an integer representation of the color of the grid line. The possible defined colors are Black, Red, Orange, Yellow, Green, Cyan, Blue, Magenta, White, Dark Red, Dark Yellow, Dark Green, Dark Cyan, Dark Blue, Dark Magenta, Gray1, Gray2, Gray3, Gray4, Gray5, Gray6, Gray7 and Gray8. Gray1 is a light gray and Gray8 is a dark gray. Field: Visible Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the grid line is visible. Otherwise it is No. Table: Grid Lines Field: GridID Page 600 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: BubbleLoc Field is Imported: Yes Format: Controlled by program Units: Text This is either Start or End indicating that the grid line bubble occurs at the start or the end of the grid line. Field: AllVisible Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the all grid lines for the specified coordinate system are visible. Otherwise it is No. Field: BubbleSize Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The diameter of the grid line bubble. Table: Groups 1 - Definitions Field: GroupName Field is Imported: Yes Format: Controlled by program Units: Text The name of a group. Field: Selection Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the group is specified to be used for selection. Otherwise it is No. Field: SectionCut Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the group is specified to be used for defining section cuts. Otherwise it is No. Table: Groups 1 - Definitions Field: BubbleLoc Page 601 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Steel Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the group is specified to be used for defining steel frame design groups. Otherwise it is No. Field: Concrete Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the group is specified to be used for defining concrete frame design groups. Otherwise it is No. Field: Aluminum Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the group is specified to be used for defining aluminum design groups. Otherwise it is No. Field: ColdFormed Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the group is specified to be used for defining cold formed design groups. Otherwise it is No. Field: Stage Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the group is specified to be used for defining stages for nonlinear static analysis. Otherwise it is No. Field: Bridge Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the group is specified to be used for reporting bridge response output. Otherwise it is No. Table: Groups 1 - Definitions Field: Steel Page 602 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: AutoSeismic Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the group is specified to be used for reporting auto seismic loads. Otherwise it is No. Field: AutoWind Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the group is specified to be used for reporting auto wind loads. Otherwise it is No. Field: SelDesSteel Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the group is specified for use in steel design. Otherwise it is No. Field: SelDesAlum Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the group is specified for use in aluminum design. Otherwise it is No. Field: SelDesCold Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the group is specified for use in cold formed design. Otherwise it is No. Field: MassWeight Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the group is specified to be used for reporting group masses and weight. Otherwise it is No. Table: Groups 1 - Definitions Field: AutoSeismic Page 603 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Color Field is Imported: Yes Format: Controlled by program Units: Text This is either a defined color or an integer representation of the color associated with the group. The possible defined colors are Black, Red, Orange, Yellow, Green, Cyan, Blue, Magenta, White, Dark Red, Dark Yellow, Dark Green, Dark Cyan, Dark Blue, Dark Magenta, Gray1, Gray2, Gray3, Gray4, Gray5, Gray6, Gray7 and Gray8. Gray1 is a light gray and Gray8 is a dark gray. Table: Groups 2 - Assignments Field: GroupName Field is Imported: Yes Format: Controlled by program Units: Text The name of a group. Field: ObjectType Field is Imported: Yes Format: Controlled by program Units: Text The type of object specified, e.g., joint, frame, area, solid or link. Field: ObjectLabel Field is Imported: Yes Format: Controlled by program Units: Text Label of an object that is part of the specified group. Table: Groups 3 - Masses and Weights Field: GroupName Field is Imported: Yes Format: Controlled by program Units: Text The name of a group. Table: Groups 2 - Assignments Field: Color Page 604 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: SelfMass Field is Imported: Yes Format: Mass (Mass and Weight section of form) Units: Force-Sec2/Length The cumulative self mass of all objects in the group. Field: SelfWeight Field is Imported: Yes Format: Weight (Mass and Weight section of form) Units: Force The cumulative self weight of all objects in the group. Field: TotalMassX Field is Imported: Yes Format: Mass (Mass and Weight section of form) Units: Force-Sec2/Length The cumulative total X-direction mass of all objects in the group. Field: TotalMassY Field is Imported: Yes Format: Mass (Mass and Weight section of form) Units: Force-Sec2/Length The cumulative total Y-direction mass of all objects in the group. Field: TotalMassZ Field is Imported: Yes Format: Mass (Mass and Weight section of form) Units: Force-Sec2/Length The cumulative total Z-direction mass of all objects in the group. Table: Groups 4 - Bridge Object Flags Field: GroupName Field is Imported: Yes Format: Controlled by program Units: Text The name of a group. Table: Groups 4 - Bridge Object Flags Field: SelfMass Page 605 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: BridgeObj Field is Imported: Yes Format: Controlled by program Units: Text The name of the bridge object which controls the contents of the group. Field: Station1 Field is Imported: Yes Format: Coordinates (Structure Dimensions section of form) Units: Length The start station along the bridge object for the group. Specified objects types that fall between the start and end stations are included in the group. Field: Station2 Field is Imported: Yes Format: Coordinates (Structure Dimensions section of form) Units: Length The end station along the bridge object for the group. Specified objects types that fall between the start and end stations are included in the group. Field: Deck Field is Imported: Yes Format: Controlled by program Units: Yes/No If this item is Yes then deck (top slab) objects are included in the group if they fall between the start and end stations. Field: Girders Field is Imported: Yes Format: Controlled by program Units: Yes/No If this item is Yes then girder objects are included in the group if they fall between the start and end stations. Field: Soffit Field is Imported: Yes Format: Controlled by program Units: Yes/No If this item is Yes then soffit objects, if any, are included in the group if they fall between the start and end stations. Table: Groups 4 - Bridge Object Flags Field: BridgeObj Page 606 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Diaphragms Field is Imported: Yes Format: Controlled by program Units: Yes/No If this item is Yes then diaphragm objects, if any, are included in the group if they fall between the start and end stations. Field: Hinges Field is Imported: Yes Format: Controlled by program Units: Yes/No If this item is Yes then hinge objects, if any, are included in the group if they fall between the start and end stations. Field: AbutBears Field is Imported: Yes Format: Controlled by program Units: Yes/No If this item is Yes then abutment bearing objects, if any, are included in the group if they fall between the start and end stations. Field: BentCols Field is Imported: Yes Format: Controlled by program Units: Yes/No If this item is Yes then bent column objects, if any, are included in the group if they fall between the start and end stations. Field: BentBeams Field is Imported: Yes Format: Controlled by program Units: Yes/No If this item is Yes then bent cap beam objects, if any, are included in the group if they fall between the start and end stations. Field: BentBears Field is Imported: Yes Format: Controlled by program Units: Yes/No If this item is Yes then bent bearing objects, if any, are included in the group if they fall between the start and end stations. Table: Groups 4 - Bridge Object Flags Field: Diaphragms Page 607 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Tendons Field is Imported: Yes Format: Controlled by program Units: Yes/No If this item is Yes then tendon objects, if any, are included in the group if they fall between the start and end stations. Table: Hinges Def 01 - Overview Field: HingeName Field is Imported: No Format: Controlled by program Units: Text The name of a hinge property. Field: DOFType Field is Imported: No Format: Controlled by program Units: Text This is one of the following indicating the hinge degree of freedom type: Axial P, Shear V2, Shear V3, Torsion T, Moment M2, Moment M3, Interacting P-M2, Interacting P-M3, Interacting M2-M3, Interacting P-M2-M3, Fiber P-M2-M3. Field: Behavior Field is Imported: No Format: Controlled by program Units: Text This is either Force Controlled or Deformation Controlled indicating the hinge behavior. Table: Hinges Def 02 - Noninteracting - Deform Control - General Field: HingeName Field is Imported: Yes Format: Controlled by program Units: Text The name of a hinge property. Table: Hinges Def 01 - Overview Field: Tendons Page 608 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: DOFType Field is Imported: Yes Format: Controlled by program Units: Text This is one of the following indicating the hinge degree of freedom type: Axial P, Shear V2, Shear V3, Torsion T, Moment M2, Moment M3. Field: Symmetric Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is either Yes, indicating that the hinge is symmetric, or it is No. Symmetric means that the negative force deformation behavior is the same as the positive force deformation behavior. Field: BeyondE Field is Imported: Yes Format: Controlled by program Units: Text This item is To Zero or Extrapolated, indicating the force deformation behavior of the hinge beyond point E. Field: FDType Field is Imported: Yes Format: Controlled by program Units: Text This item is either Force-Displ, Moment-Rot, Stress-Strain or Moment-Curve indicating the type of force-deformation specified. . Field: UseYldForce Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is either Yes or No. Yes means that the specified forces or moments used to define the hinge force deformation curve are to be scaled using the program calculated yield force of the section to which the hinge is assigned. Table: Hinges Def 02 - Noninteracting - Deform Control - General Field: DOFType Page 609 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: UseYldDispl Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is either Yes or No. Yes means that the specified displacements or rotations used to define the hinge force deformation curve are to be scaled using the program calculated (approximate) yield displacement or rotation of the section to which the hinge is assigned. Field: FDPosForSF Field is Imported: Yes Format: Force (Forces section of form) Units: Force The scale factor used to scale positive forces when the force-deformation type is Force-Displ. Field: FDPosDisSF Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The scale factor used to scale positive displacements when the force-deformation type is Force-Displ. Field: FDNegForSF Field is Imported: Yes Format: Force (Forces section of form) Units: Force The scale factor used to scale negative forces when the force-deformation type is Force-Displ. Field: FDNegDisSF Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The scale factor used to scale negative displacements when the force-deformation type is Force-Displ. Field: MRPosMoSF Field is Imported: Yes Format: Moment (Forces section of form) Units: Force-Length The scale factor used to scale positive moments when the force-deformation type is Moment-Rot. Table: Hinges Def 02 - Noninteracting - Deform Control - General Field: UseYldDispl Page 610 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: MRPosRoSF Field is Imported: Yes Format: Controlled by program Units: Unitless The scale factor used to scale positive rotations when the force-deformation type is Moment-Rot. Field: MRNegMoSF Field is Imported: Yes Format: Moment (Forces section of form) Units: Force-Length The scale factor used to scale negative moments when the force-deformation type is Moment-Rot. Field: MRNegRoSF Field is Imported: Yes Format: Controlled by program Units: Unitless The scale factor used to scale negative rotations when the force-deformation type is Moment-Rot. Field: SSPosStrsSF Field is Imported: Yes Format: Stress Input (Stresses section of form) Units: Force/Length2 The scale factor used to scale positive stresses when the force-deformation type is Stress-Strain. Field: SSPosStnSF Field is Imported: Yes Format: Controlled by program Units: Unitless The scale factor used to scale positive strains when the force-deformation type is Stress-Strain. Field: SSNegStrsSF Field is Imported: Yes Format: Stress Input (Stresses section of form) Units: Force/Length2 The scale factor used to scale negative stresses when the force-deformation type is Stress-Strain. Table: Hinges Def 02 - Noninteracting - Deform Control - General Field: MRPosRoSF Page 611 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: SSNegStnSF Field is Imported: Yes Format: Controlled by program Units: Unitless The scale factor used to scale negative strains when the force-deformation type is Stress-Strain. Field: MCPosMoSF Field is Imported: Yes Format: Moment (Forces section of form) Units: Force-Length The scale factor used to scale positive moments when the force-deformation type is Moment-Curve. Field: MCPosCuSF Field is Imported: Yes Format: 1/Length (Miscellaneous section of form) Units: 1/Length The scale factor used to scale positive curvature when the force-deformation type is Moment-Curve. Field: MCNegMoSF Field is Imported: Yes Format: Moment (Forces section of form) Units: Force-Length The scale factor used to scale negative moments when the force-deformation type is Moment-Curve. Field: MCNegCuSF Field is Imported: Yes Format: 1/Length (Miscellaneous section of form) Units: 1/Length The scale factor used to scale negative curvature when the force-deformation type is Moment-Curve. Field: LengthType Field is Imported: Yes Format: Controlled by program Units: Text For P, V2 and V3, this item only applies when the force-deformation type is Stress-Strain. For T, M2, M3 and PMM, this item only applies when the force-deformation type is Moment-Curvature. Table: Hinges Def 02 - Noninteracting - Deform Control - General Field: SSNegStnSF Page 612 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation It indicates whether on import the Absolute length field (SSAbsLen) or the Relative length field (SSRelLen) field will be read. Field: SSAbsLen Field is Imported: Yes Format: Absolute Distance (Structure Dimensions section of form) Units: Length The absolute length of a hinge whose force-deformation type is Stress-Strain or Moment-Curvature. Field: SSRelLen Field is Imported: Yes Format: Relative Distance (Structure Dimensions section of form) Units: Unitless The relative length of a hinge whose force-deformation type is Stress-Strain or Moment-Curvature. The relative distance is equal to the absolute distance divided by the line object length. Table: Hinges Def 03 - Noninteracting - Deform Control - Force-Deform Field: HingeName Field is Imported: Yes Format: Controlled by program Units: Text The name of a hinge property. Field: DOFType Field is Imported: No Format: Controlled by program Units: Text This is one of the following indicating the hinge degree of freedom type: Axial P, Shear V2, Shear V3, Torsion T, Moment M2, Moment M3. Field: FDPoint Field is Imported: Yes Format: Controlled by program Units: Text This item is either -E, -D, -C, -B, A, B, C, D or E indicating a point on the specified hinge force deformation curve. The Force and Displ items listed in the next two columns (fields) apply to this point. Note that FD is short for Force-Displacement. Table: Hinges Def 03 - Noninteracting - Deform Control - Force-Deform Field: SSAbsLen Page 613 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Force Field is Imported: Yes Format: Controlled by program Units: Unitless The force, moment or stress used to define the specified point (see FDPoint column) on the hinge force deformation curve. Note that the units for this item are provided by its associated scale factor in the Hinge Force Deformation Information table. Field: Displ Field is Imported: Yes Format: Controlled by program Units: Unitless The displacement, rotation or strain used to define the specified point (see FDPoint column) on the hinge force deformation curve. Note that the units for this item are provided by its associated scale factor in the Hinge Force Deformation Information table. Table: Hinges Def 04 - Noninteracting - Deform Control - Acceptance Field: HingeName Field is Imported: Yes Format: Controlled by program Units: Text The name of a hinge property. Field: DOFType Field is Imported: No Format: Controlled by program Units: Text This is one of the following indicating the hinge degree of freedom type: Axial P, Shear V2, Shear V3, Torsion T, Moment M2, Moment M3. Field: ACPoint Field is Imported: Yes Format: Controlled by program Units: Text This item is either IO, LS or CP indicating a particular acceptance criterion. The ACPos and ACNeg items listed in the next two columns (fields) apply to this point. Note that the AC is short for Acceptance Criteria. IO is short for immediate occupancy, LS is short for life safety and CP is short for collapse prevention. Table: Hinges Def 04 - Noninteracting - Deform Control - Acceptance Field: Force Page 614 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ACPos Field is Imported: Yes Format: Controlled by program Units: Unitless The acceptable positive deformation for the specified acceptance criteria. Note that the units for this item are provided by its associated scale factor in a previous table. Field: ACNeg Field is Imported: Yes Format: Controlled by program Units: Unitless The acceptable negative deformation for the specified acceptance criteria. Note that the units for this item are provided by its associated scale factor in a previous table. Table: Hinges Def 05 - Noninteracting - Force Control Field: HingeName Field is Imported: Yes Format: Controlled by program Units: Text The name of a hinge property. Field: DOFType Field is Imported: Yes Format: Controlled by program Units: Text This is one of the following indicating the hinge degree of freedom type: Axial P, Shear V2, Shear V3, Torsion T, Moment M2, Moment M3. Field: Symmetric Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the hinge behavior is symmetric; otherwise it is No. Field: DropLoad Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the hinge loses all carrying capacity when the maximum specified load is reached. It is No if the hinge remains elastic. Table: Hinges Def 05 - Noninteracting - Force Control Field: ACPos Page 615 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: MaxType Field is Imported: Yes Format: Controlled by program Units: Text This item is either Ratio or Value indicating how the maximum load is specified. Ratio means it is specified as the ratio of maximum force (moment) divided by yield force (moment). Value means the actual maximum force (moment) is specified. Field: RatioPos Field is Imported: Yes Format: Controlled by program Units: Unitless The maximum allowed positive ratio of maximum force (moment) divided by yield force (moment). This item only applies when the MaxType item is Ratio. Field: RatioNeg Field is Imported: Yes Format: Controlled by program Units: Unitless The maximum allowed negative ratio of maximum force (moment) divided by yield force (moment). This item only applies when the Symmetric item is No and the MaxType item is Ratio. Field: ForcePos Field is Imported: Yes Format: Force (Forces section of form) Units: Force The maximum allowed positive force. This item only applies when the MaxType item is Value and an axial or shear hinge is specified. Field: ForceNeg Field is Imported: Yes Format: Force (Forces section of form) Units: Force The maximum allowed negative force. This item only applies when Symmetric item is No and the MaxType item is Value and an axial or shear hinge is specified. Field: MomentPos Field is Imported: Yes Format: Moment (Forces section of form) Units: Force-Length The maximum allowed positive moment. This item only applies when the MaxType item is Value and an moment or torsion hinge is specified. Table: Hinges Def 05 - Noninteracting - Force Control Field: MaxType Page 616 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: MomentNeg Field is Imported: Yes Format: Moment (Forces section of form) Units: Force-Length The maximum allowed negative moment. This item only applies when Symmetric item is No and the MaxType item is Value and an moment or torsion hinge is specified. Field: IOPos Field is Imported: Yes Format: Controlled by program Units: Unitless The positive acceptance criterion for immediate occupancy. (moment) ratio. This item is a force Field: LSPos Field is Imported: Yes Format: Controlled by program Units: Unitless The positive acceptance criterion for life safety. This item is a force (moment) ratio. Field: CPPos Field is Imported: Yes Format: Controlled by program Units: Unitless The positive acceptance criterion for collapse prevention. ratio. This item is a force (moment) Field: IONeg Field is Imported: Yes Format: Controlled by program Units: Unitless The negative acceptance criterion for immediate occupancy. This item is a force (moment) ratio.This item only applies when Symmetric item is No. Field: LSNeg Field is Imported: Yes Format: Controlled by program Units: Unitless The negative acceptance criterion for life safety. This item is a force (moment) ratio.This item only applies when Symmetric item is No. Table: Hinges Def 05 - Noninteracting - Force Control Field: MomentNeg Page 617 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: CPNeg Field is Imported: Yes Format: Controlled by program Units: Unitless The negative acceptance criterion for collapse prevention. ratio.This item only applies when Symmetric item is No. This item is a force (moment) Table: Hinges Def 06 - Interacting - Deform Control - General Field: HingeName Field is Imported: Yes Format: Controlled by program Units: Text The name of a hinge property. Field: DOFType Field is Imported: Yes Format: Controlled by program Units: Text This is one of the following indicating the hinge degree of freedom type: Interacting P-M2, Interacting P-M3, Interacting M2-M3, Interacting P-M2-M3. Field: FDType Field is Imported: Yes Format: Controlled by program Units: Text This item is either Moment-Rot or Moment-Curve indicating the type of force-deformation specified. . Field: LengthType Field is Imported: Yes Format: Controlled by program Units: Text This item only applies when the force-deformation type is Moment-Curvature. It indicates whether on import the Absolute length field (SSAbsLen) or the Relative length field (SSRelLen) field will be read. Table: Hinges Def 06 - Interacting - Deform Control - General Field: CPNeg Page 618 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: SSAbsLen Field is Imported: Yes Format: Absolute Distance (Structure Dimensions section of form) Units: Length The absolute length of a hinge whose force-deformation type Moment-Curvature. Field: SSRelLen Field is Imported: Yes Format: Relative Distance (Structure Dimensions section of form) Units: Unitless The relative length of a hinge whose force-deformation type is Moment-Curvature. The relative distance is equal to the absolute distance divided by the line object length. Field: SFType Field is Imported: Yes Format: Controlled by program Units: Text This item is either Yield or User Defined indicating the scale factor type. Yield means the scale factor is based on the yield rotation or yield curvature depending on the force-deformation type specified. User Defined means that the scale factor is defined by the user. Field: UserSFRot Field is Imported: Yes Format: Controlled by program Units: Unitless The user scale factor for rotation. This item only applies when the force-deformation type Moment-Rotation and the scale factor type is User Defined. Field: UserSFCur Field is Imported: Yes Format: 1/Length (Miscellaneous section of form) Units: 1/Length The user scale factor for curvature. This item only applies when the force-deformation type Moment-Curvature and the scale factor type is User Defined. Field: BeyondE Field is Imported: Yes Format: Controlled by program Units: Text This item is To Zero or Extrapolated, indicating the force deformation behavior of the hinge beyond point E. Table: Hinges Def 06 - Interacting - Deform Control - General Field: SSAbsLen Page 619 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: PMSym Field is Imported: Yes Format: Controlled by program Units: Yes/No This item only applies to PM2 and PM3 hinges. It is Yes if the moment-rotation (moment-curvature) behavior is symmetric. Otherwise it is No. Field: PMMorMMSym Field is Imported: Yes Format: Controlled by program Units: Text This item only applies to PM2M3 and M2M3 hinges. This item is either Circular, Double or None indicating the moment-rotation (moment-curvature) behavior for the hinge. Circular means there is circular symmetry, Double means there is double symmetry and None means there is No symmetry. Field: NumAxForce Field is Imported: No Format: Controlled by program Units: Unitless The number of axial forces specified for moment rotation curves. This item does not apply to M2M3 hinges. Field: NumAngle Field is Imported: No Format: Controlled by program Units: Unitless The number of angles specified for moment rotation curves. Table: Hinges Def 07 - Interacting - Deform Control - Fs and Angs Field: HingeName Field is Imported: Yes Format: Controlled by program Units: Text The name of a hinge property. Table: Hinges Def 07 - Interacting - Deform Control - Fs and Angs Field: PMSym Page 620 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: DOFType Field is Imported: No Format: Controlled by program Units: Text This is one of the following indicating the hinge degree of freedom type: Interacting P-M2, Interacting P-M3, Interacting M2-M3, Interacting P-M2-M3. Field: AxForce Field is Imported: Yes Format: Force (Forces section of form) Units: Force An axial force for which moment rotation data is supplied. This item does not apply to M2M3 hinges. Field: Angle Field is Imported: Yes Format: Angles (Structure Dimensions section of form) Units: Degrees An angle in degrees at which moment rotation data is supplied. For PM2 and PM3 hinges, if symmetry exists then a single angle at 0 degrees is specified. For PM2 and PM3 hinges, if no symmetry exists then angles at 0 and 180 degrees are specified. For PM2M3 and M2M3 hinges, if the symmetry condition is Circular then a single angle at 0 degrees is specified. For PM2M3 and M2M3 hinges, if the symmetry condition is Double (doubly symmetric) then two or more angles are specified where 0 <= angle <= 90. In this case angles must be specified at 0 and 90 degrees. Additional angles may be specified between 0 and 90 as desired. For PM2M3 and M2M3 hinges, if the symmetry condition is None then four or more angles are specified where 0 <= angle < 360. In this case angles must be specified at 0, 90, 180 and 270 degrees. Additional angles may be specified between 0 and 360 as desired. Table: Hinges Def 07 - Interacting - Deform Control - Fs and Angs Field: DOFType Page 621 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Hinges Def 08 - Interacting - Deform Control - Force-Deform Field: HingeName Field is Imported: Yes Format: Controlled by program Units: Text The name of a hinge property. Field: DOFType Field is Imported: No Format: Controlled by program Units: Text This is one of the following indicating the hinge degree of freedom type: Interacting P-M2, Interacting P-M3, Interacting M2-M3, Interacting P-M2-M3. Field: CurveNum Field is Imported: No Format: Controlled by program Units: Unitless The moment rotation curve number. Field: AxForce Field is Imported: Yes Format: Force (Forces section of form) Units: Force An axial force for which moment rotation data is supplied. This item does not apply to M2M3 hinges. Field: Angle Field is Imported: Yes Format: Angles (Structure Dimensions section of form) Units: Degrees An angle in degrees at which moment rotation data is supplied. For PM2 and PM3 hinges, if symmetry exists then a single angle at 0 degrees is specified. For PM2 and PM3 hinges, if no symmetry exists then angles at 0 and 180 degrees are specified. For PM2M3 and M2M3 hinges, if the symmetry condition is Circular then a single angle at 0 degrees is specified. For PM2M3 and M2M3 hinges, if the symmetry condition is Double (doubly symmetric) then two or more angles are specified where 0 <= angle <= 90. In this case angles must Table: Hinges Def 08 - Interacting - Deform Control - Force-Deform Field: HingeName Page 622 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation be specified at 0 and 90 degrees. Additional angles may be specified between 0 and 90 as desired. For PM2M3 and M2M3 hinges, if the symmetry condition is None then four or more angles are specified where 0 <= angle < 360. In this case angles must be specified at 0, 90, 180 and 270 degrees. Additional angles may be specified between 0 and 360 as desired. Field: FDPoint Field is Imported: Yes Format: Controlled by program Units: Text This item is either A, B, C, D or E indicating a point on the specified hinge force deformation curve. The MomRatio and RCRatio items listed in the next two columns (fields) apply to this point. Field: MomRatio Field is Imported: Yes Format: Controlled by program Units: Unitless The moment ratio (Moment/Yield Moment) used to define the specified point (see FDPoint column) on the hinge force-deformation curve. Field: RCRatio Field is Imported: Yes Format: Controlled by program Units: Unitless The Rotation/SF (or Curvature/SF depending on the specified force-deformation type for the hinge) used to define the specified point (see FDPoint column) on the hinge force-deformation curve. Table: Hinges Def 09 - Interacting - Deform Control - Acceptance Field: HingeName Field is Imported: Yes Format: Controlled by program Units: Text The name of a hinge property. Table: Hinges Def 09 - Interacting - Deform Control - Acceptance Field: FDPoint Page 623 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: DOFType Field is Imported: No Format: Controlled by program Units: Text This is one of the following indicating the hinge degree of freedom type: Interacting P-M2, Interacting P-M3, Interacting M2-M3, Interacting P-M2-M3. Field: CurveNum Field is Imported: No Format: Controlled by program Units: Unitless The moment rotation curve number. Field: AxForce Field is Imported: Yes Format: Force (Forces section of form) Units: Force An axial force for which moment rotation data is supplied. This item does not apply to M2M3 hinges. Field: Angle Field is Imported: Yes Format: Angles (Structure Dimensions section of form) Units: Degrees An angle in degrees at which moment rotation data is supplied. For PM2 and PM3 hinges, if symmetry exists then a single angle at 0 degrees is specified. For PM2 and PM3 hinges, if no symmetry exists then angles at 0 and 180 degrees are specified. For PM2M3 and M2M3 hinges, if the symmetry condition is Circular then a single angle at 0 degrees is specified. For PM2M3 and M2M3 hinges, if the symmetry condition is Double (doubly symmetric) then two or more angles are specified where 0 <= angle <= 90. In this case angles must be specified at 0 and 90 degrees. Additional angles may be specified between 0 and 90 as desired. For PM2M3 and M2M3 hinges, if the symmetry condition is None then four or more angles are specified where 0 <= angle < 360. In this case angles must be specified at 0, 90, 180 and 270 degrees. Additional angles may be specified between 0 and 360 as desired. Table: Hinges Def 09 - Interacting - Deform Control - Acceptance Field: DOFType Page 624 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ACPoint Field is Imported: Yes Format: Controlled by program Units: Text This item is either IO, LS or CP indicating a particular acceptance criterion. The AC item listed in the next column (field) applies to this point. Note that the AC is short for Acceptance Criteria. IO is short for immediate occupancy, LS is short for life safety and CP is short for collapse prevention. Field: AC Field is Imported: Yes Format: Controlled by program Units: Unitless The rotation (curvature) for the specified acceptance criteria. Table: Hinges Def 10 - Interacting - Force Control Field: HingeName Field is Imported: Yes Format: Controlled by program Units: Text The name of a hinge property. Field: DOFType Field is Imported: Yes Format: Controlled by program Units: Text This is one of the following indicating the hinge degree of freedom type: Axial P, Shear V2, Shear V3, Torsion T, Moment M2, Moment M3. Field: CapFactor Field is Imported: Yes Format: Controlled by program Units: Unitless This is the lower bound strength capacity factor. Multiplying the hinge interaction surface values by this factor defines the lower bound capacity of the hinge. Table: Hinges Def 10 - Interacting - Force Control Field: ACPoint Page 625 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: DropLoad Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the hinge loses all carrying capacity when the lower bound strength is reached. It is No if the hinge remains elastic. Field: IO Field is Imported: Yes Format: Controlled by program Units: Unitless The acceptance criterion for immediate occupancy. This item is a ratio with respect to the lower bound capacity of the hinge. Field: LS Field is Imported: Yes Format: Controlled by program Units: Unitless The acceptance criterion for life safety. This item is a ratio with respect to the lower bound capacity of the hinge. Field: CP Field is Imported: Yes Format: Controlled by program Units: Unitless The acceptance criterion for collapse prevention. This item is a ratio with respect to the lower bound capacity of the hinge. Table: Hinges Def 11 - Interacting - Interaction Surface - General Field: HingeName Field is Imported: Yes Format: Controlled by program Units: Text The name of a hinge property. Table: Hinges Def 11 - Interacting - Interaction Surface - General Field: DropLoad Page 626 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: DOFType Field is Imported: Yes Format: Controlled by program Units: Text This is one of the following indicating the hinge degree of freedom type: Axial P, Shear V2, Shear V3, Torsion T, Moment M2, Moment M3. Field: IntType Field is Imported: Yes Format: Controlled by program Units: Text This is either User, From Material, Steel: AISC-LRFD, Steel: FEMA-356 or Conc: ACI 318-02. AISC-LRFD interaction surfaces are calculated using AISC LRFD93 Specification Equations H1-1a and H1-1b with phi equal to one. FEMA-356 interaction surfaces are calculated using FEMA-356.Equation 5-4. ACI 318-02 interaction surfaces are constructed with phi equal to one. Field: PCurve Field is Imported: Yes Format: Controlled by program Units: Text This item applies to PM2, PM3 and PM2M3 hinges. This item is either Elastic-Plastic or it is Proportional. It refers to the axial force-deformation characteristics of the hinge. When specified as Proportional it means it is proportional to the moment rotation curve interpolated from the specified moment rotation surface at the point of first yield in the PMM surface. Field: PForM2M3 Field is Imported: Yes Format: Force (Forces section of form) Units: Force This item only applies to M2M3 hinges. It is the axial force level at which the M2M3 interaction curve is calculated. Field: SymPM Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the PM hinge interaction curve is symmetric. Otherwise it is No. Table: Hinges Def 11 - Interacting - Interaction Surface - General Field: DOFType Page 627 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: SymMMandPMM Field is Imported: Yes Format: Controlled by program Units: Text This item is either Circular, Double or None indicating the symmetry condition for the interaction surface definition. Field: NumCurves Field is Imported: Yes Format: Controlled by program Units: Unitless This item is the number of separate curves used to define a user-defined interaction surface. Field: NumPoints Field is Imported: Yes Format: Controlled by program Units: Unitless The number of points on each curve in a user-defined interaction surface. Field: ScaleP Field is Imported: Yes Format: Force (Forces section of form) Units: Force This item applies to PM2, PM3 and PM2M3 hinges. It is the scale factor for the P values in a user-defined interaction surface. Field: ScaleM2 Field is Imported: Yes Format: Moment (Forces section of form) Units: Force-Length This item applies to PM2, M2M3 and PM2M3 hinges. It is the scale factor for the M2 values in a user-defined interaction surface. Field: ScaleM3 Field is Imported: Yes Format: Moment (Forces section of form) Units: Force-Length This item applies to PM3, M2M3 and PM2M3 hinges. It is the scale factor for the M3 values in a user-defined interaction surface. Table: Hinges Def 11 - Interacting - Interaction Surface - General Field: SymMMandPMM Page 628 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Hinges Def 12 - Interacting - Interaction Surface - Data Field: HingeName Field is Imported: Yes Format: Controlled by program Units: Text The name of a hinge property. Field: DOFType Field is Imported: Yes Format: Controlled by program Units: Text This is one of the following indicating the hinge degree of freedom type: Axial P, Shear V2, Shear V3, Torsion T, Moment M2, Moment M3. Field: CurveNum Field is Imported: Yes Format: Controlled by program Units: Unitless This item applies to PM2, PM3 and PM2M3 hinges. It is the curve number in the interaction surface. Field: PointNum Field is Imported: Yes Format: Controlled by program Units: Unitless The point number on an interaction curve. Field: P Field is Imported: Yes Format: Controlled by program Units: Unitless This item applies to PM2, PM3 and PM2M3 hinges. It is the axial force at the specified point on the specified curve. Field: M2 Field is Imported: Yes Format: Controlled by program Units: Unitless This item applies to PM2, M2M3 and PM2M3 hinges. It is the moment about the 2-axis at the specified point on the specified curve. Table: Hinges Def 12 - Interacting - Interaction Surface - Data Field: HingeName Page 629 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: M3 Field is Imported: Yes Format: Controlled by program Units: Unitless This item applies to PM3, M2M3 and PM2M3 hinges. It is the moment about the 3-axis at the specified point on the specified curve. Table: Hinges Def 13 - Fiber - General Field: HingeName Field is Imported: Yes Format: Controlled by program Units: Text The name of a hinge property. Field: DefType Field is Imported: Yes Format: Controlled by program Units: Text This is either From Section or User Defined indicating the fiber hinge definition option. Field: LengthType Field is Imported: Yes Format: Controlled by program Units: Text For P, V2 and V3, this item only applies when the force-deformation type is Stress-Strain. For T, M2, M3 and PMM, this item only applies when the force-deformation type is Moment-Curvature. For Fiber this item is always applicable. This item is either Absolute or Relative. It indicates whether on import the Absolute length field (SSAbsLen) or the Relative length field (SSRelLen) field will be read. Field: SSAbsLen Field is Imported: Yes Format: Absolute Distance (Structure Dimensions section of form) Units: Length The absolute length of a hinge. Table: Hinges Def 13 - Fiber - General Field: M3 Page 630 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: SSRelLen Field is Imported: Yes Format: Relative Distance (Structure Dimensions section of form) Units: Unitless The relative length of a hinge. The relative distance is equal to the absolute distance divided by the line object length. Table: Hinges Def 14 - Fiber - Fiber Data Field: HingeName Field is Imported: Yes Format: Controlled by program Units: Text The name of a hinge property. Field: Fiber Field is Imported: No Format: Controlled by program Units: Text The fiber number. Field: Area Field is Imported: Yes Format: Area (Section Dimensions section of form) Units: Length2 The fiber area. Field: Coord3 Field is Imported: Yes Format: Coordinates (Structure Dimensions section of form) Units: Length The frame local 3-axis coordinate location of the fiber. Field: Coord2 Field is Imported: Yes Format: Coordinates (Structure Dimensions section of form) Units: Length The frame local 2-axis coordinate location of the fiber. Table: Hinges Def 14 - Fiber - Fiber Data Field: SSRelLen Page 631 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Material Field is Imported: Yes Format: Controlled by program Units: Text The material property associated with the fiber. Table: Hinges Gen 01 - Overview Field: HingeName Field is Imported: No Format: Controlled by program Units: Text The name of a hinge property. Field: AssignHinge Field is Imported: No Format: Controlled by program Units: Text The hinge property from which the specified generated hinge property was created. This is either Auto or it is the name of a user defined hinge property. Field: DOFType Field is Imported: No Format: Controlled by program Units: Text This is one of the following indicating the hinge degree of freedom type: Axial P, Shear V2, Shear V3, Torsion T, Moment M2, Moment M3, Interacting P-M2, Interacting P-M3, Interacting M2-M3, Interacting P-M2-M3, Fiber P-M2-M3. Field: Behavior Field is Imported: No Format: Controlled by program Units: Text This is either Force Controlled or Deformation Controlled indicating the hinge behavior. Table: Hinges Gen 01 - Overview Field: Material Page 632 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Hinges Gen 02 - Noninteracting - Deform Control - General Field: HingeName Field is Imported: Yes Format: Controlled by program Units: Text The name of a hinge property. Field: AssignHinge Field is Imported: No Format: Controlled by program Units: Text The hinge property from which the specified generated hinge property was created. This is either Auto or it is the name of a user defined hinge property. Field: DOFType Field is Imported: Yes Format: Controlled by program Units: Text This is one of the following indicating the hinge degree of freedom type: Axial P, Shear V2, Shear V3, Torsion T, Moment M2, Moment M3. Field: Symmetric Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is either Yes, indicating that the hinge is symmetric, or it is No. Symmetric means that the negative force deformation behavior is the same as the positive force deformation behavior. Field: BeyondE Field is Imported: Yes Format: Controlled by program Units: Text This item is To Zero or Extrapolated, indicating the force deformation behavior of the hinge beyond point E. Table: Hinges Gen 02 - Noninteracting - Deform Control - General Field: HingeName Page 633 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: FDType Field is Imported: Yes Format: Controlled by program Units: Text This item is either Force-Displ, Moment-Rot, Stress-Strain or Moment-Curve indicating the type of force-deformation specified. . Field: UseYldForce Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is either Yes or No. Yes means that the specified forces or moments used to define the hinge force deformation curve are to be scaled using the program calculated yield force of the section to which the hinge is assigned. Field: UseYldDispl Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is either Yes or No. Yes means that the specified displacements or rotations used to define the hinge force deformation curve are to be scaled using the program calculated (approximate) yield displacement or rotation of the section to which the hinge is assigned. Field: FDPosForSF Field is Imported: Yes Format: Force (Forces section of form) Units: Force The scale factor used to scale positive forces when the force-deformation type is Force-Displ. Field: FDPosDisSF Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The scale factor used to scale positive displacements when the force-deformation type is Force-Displ. Table: Hinges Gen 02 - Noninteracting - Deform Control - General Field: FDType Page 634 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: FDNegForSF Field is Imported: Yes Format: Force (Forces section of form) Units: Force The scale factor used to scale negative forces when the force-deformation type is Force-Displ. Field: FDNegDisSF Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The scale factor used to scale negative displacements when the force-deformation type is Force-Displ. Field: MRPosMoSF Field is Imported: Yes Format: Moment (Forces section of form) Units: Force-Length The scale factor used to scale positive moments when the force-deformation type is Moment-Rot. Field: MRPosRoSF Field is Imported: Yes Format: Controlled by program Units: Unitless The scale factor used to scale positive rotations when the force-deformation type is Moment-Rot. Field: MRNegMoSF Field is Imported: Yes Format: Moment (Forces section of form) Units: Force-Length The scale factor used to scale negative moments when the force-deformation type is Moment-Rot. Field: MRNegRoSF Field is Imported: Yes Format: Controlled by program Units: Unitless The scale factor used to scale negative rotations when the force-deformation type is Moment-Rot. Table: Hinges Gen 02 - Noninteracting - Deform Control - General Field: FDNegForSF Page 635 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: SSPosStrsSF Field is Imported: Yes Format: Stress Input (Stresses section of form) Units: Force/Length2 The scale factor used to scale positive stresses when the force-deformation type is Stress-Strain. Field: SSPosStnSF Field is Imported: Yes Format: Controlled by program Units: Unitless The scale factor used to scale positive strains when the force-deformation type is Stress-Strain. Field: SSNegStrsSF Field is Imported: Yes Format: Stress Input (Stresses section of form) Units: Force/Length2 The scale factor used to scale negative stresses when the force-deformation type is Stress-Strain. Field: SSNegStnSF Field is Imported: Yes Format: Controlled by program Units: Unitless The scale factor used to scale negative strains when the force-deformation type is Stress-Strain. Field: MCPosMoSF Field is Imported: Yes Format: Moment (Forces section of form) Units: Force-Length The scale factor used to scale positive moments when the force-deformation type is Moment-Curve. Field: MCPosCuSF Field is Imported: Yes Format: 1/Length (Miscellaneous section of form) Units: 1/Length The scale factor used to scale positive curvature when the force-deformation type is Moment-Curve. Table: Hinges Gen 02 - Noninteracting - Deform Control - General Field: SSPosStrsSF Page 636 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: MCNegMoSF Field is Imported: Yes Format: Moment (Forces section of form) Units: Force-Length The scale factor used to scale negative moments when the force-deformation type is Moment-Curve. Field: MCNegCuSF Field is Imported: Yes Format: 1/Length (Miscellaneous section of form) Units: 1/Length The scale factor used to scale negative curvature when the force-deformation type is Moment-Curve. Field: LengthType Field is Imported: Yes Format: Controlled by program Units: Text For P, V2 and V3, this item only applies when the force-deformation type is Stress-Strain. For T, M2, M3 and PMM, this item only applies when the force-deformation type is Moment-Curvature. It indicates whether on import the Absolute length field (SSAbsLen) or the Relative length field (SSRelLen) field will be read. Field: SSAbsLen Field is Imported: Yes Format: Absolute Distance (Structure Dimensions section of form) Units: Length The absolute length of a hinge whose force-deformation type is Stress-Strain or Moment-Curvature. Field: SSRelLen Field is Imported: Yes Format: Relative Distance (Structure Dimensions section of form) Units: Unitless The relative length of a hinge whose force-deformation type is Stress-Strain or Moment-Curvature. The relative distance is equal to the absolute distance divided by the line object length. Table: Hinges Gen 02 - Noninteracting - Deform Control - General Field: MCNegMoSF Page 637 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Hinges Gen 03 - Noninteracting - Deform Control - Force-Deform Field: HingeName Field is Imported: Yes Format: Controlled by program Units: Text The name of a hinge property. Field: AssignHinge Field is Imported: No Format: Controlled by program Units: Text The hinge property from which the specified generated hinge property was created. This is either Auto or it is the name of a user defined hinge property. Field: DOFType Field is Imported: No Format: Controlled by program Units: Text This is one of the following indicating the hinge degree of freedom type: Axial P, Shear V2, Shear V3, Torsion T, Moment M2, Moment M3. Field: FDPoint Field is Imported: Yes Format: Controlled by program Units: Text This item is either -E, -D, -C, -B, A, B, C, D or E indicating a point on the specified hinge force deformation curve. The Force and Displ items listed in the next two columns (fields) apply to this point. Note that FD is short for Force-Displacement. Field: Force Field is Imported: Yes Format: Controlled by program Units: Unitless The force, moment or stress used to define the specified point (see FDPoint column) on the hinge force deformation curve. Note that the units for this item are provided by its associated scale factor in the Hinge Force Deformation Information table. Table: Hinges Gen 03 - Noninteracting - Deform Control - Force-Deform Field: HingeName Page 638 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Displ Field is Imported: Yes Format: Controlled by program Units: Unitless The displacement, rotation or strain used to define the specified point (see FDPoint column) on the hinge force deformation curve. Note that the units for this item are provided by its associated scale factor in the Hinge Force Deformation Information table. Table: Hinges Gen 04 - Noninteracting - Deform Control - Acceptance Field: HingeName Field is Imported: Yes Format: Controlled by program Units: Text The name of a hinge property. Field: AssignHinge Field is Imported: No Format: Controlled by program Units: Text The hinge property from which the specified generated hinge property was created. This is either Auto or it is the name of a user defined hinge property. Field: DOFType Field is Imported: No Format: Controlled by program Units: Text This is one of the following indicating the hinge degree of freedom type: Axial P, Shear V2, Shear V3, Torsion T, Moment M2, Moment M3. Field: ACPoint Field is Imported: Yes Format: Controlled by program Units: Text This item is either IO, LS or CP indicating a particular acceptance criterion. The ACPos and ACNeg items listed in the next two columns (fields) apply to this point. Note that the AC is short for Acceptance Criteria. IO is short for immediate occupancy, LS is short for life safety and CP is short for collapse prevention. Table: Hinges Gen 04 - Noninteracting - Deform Control - Acceptance Field: Displ Page 639 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ACPos Field is Imported: Yes Format: Controlled by program Units: Unitless The acceptable positive deformation for the specified acceptance criteria. Note that the units for this item are provided by its associated scale factor in a previous table. Field: ACNeg Field is Imported: Yes Format: Controlled by program Units: Unitless The acceptable negative deformation for the specified acceptance criteria. Note that the units for this item are provided by its associated scale factor in a previous table. Table: Hinges Gen 05 - Noninteracting - Force Control Field: HingeName Field is Imported: Yes Format: Controlled by program Units: Text The name of a hinge property. Field: AssignHinge Field is Imported: No Format: Controlled by program Units: Text The hinge property from which the specified generated hinge property was created. This is either Auto or it is the name of a user defined hinge property. Field: DOFType Field is Imported: Yes Format: Controlled by program Units: Text This is one of the following indicating the hinge degree of freedom type: Axial P, Shear V2, Shear V3, Torsion T, Moment M2, Moment M3. Field: Symmetric Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the hinge behavior is symmetric; otherwise it is No. Table: Hinges Gen 05 - Noninteracting - Force Control Field: ACPos Page 640 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: DropLoad Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the hinge loses all carrying capacity when the maximum specified load is reached. It is No if the hinge remains elastic. Field: MaxType Field is Imported: Yes Format: Controlled by program Units: Text This item is either Ratio or Value indicating how the maximum load is specified. Ratio means it is specified as the ratio of maximum force (moment) divided by yield force (moment). Value means the actual maximum force (moment) is specified. Field: RatioPos Field is Imported: Yes Format: Controlled by program Units: Unitless The maximum allowed positive ratio of maximum force (moment) divided by yield force (moment). This item only applies when the MaxType item is Ratio. Field: RatioNeg Field is Imported: Yes Format: Controlled by program Units: Unitless The maximum allowed negative ratio of maximum force (moment) divided by yield force (moment). This item only applies when the Symmetric item is No and the MaxType item is Ratio. Field: ForcePos Field is Imported: Yes Format: Force (Forces section of form) Units: Force The maximum allowed positive force. This item only applies when the MaxType item is Value and an axial or shear hinge is specified. Field: ForceNeg Field is Imported: Yes Format: Force (Forces section of form) Units: Force The maximum allowed negative force. This item only applies when Symmetric item is No and the MaxType item is Value and an axial or shear hinge is specified. Table: Hinges Gen 05 - Noninteracting - Force Control Field: DropLoad Page 641 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: MomentPos Field is Imported: Yes Format: Moment (Forces section of form) Units: Force-Length The maximum allowed positive moment. This item only applies when the MaxType item is Value and an moment or torsion hinge is specified. Field: MomentNeg Field is Imported: Yes Format: Moment (Forces section of form) Units: Force-Length The maximum allowed negative moment. This item only applies when Symmetric item is No and the MaxType item is Value and an moment or torsion hinge is specified. Field: IOPos Field is Imported: Yes Format: Controlled by program Units: Unitless The positive acceptance criterion for immediate occupancy. (moment) ratio. This item is a force Field: LSPos Field is Imported: Yes Format: Controlled by program Units: Unitless The positive acceptance criterion for life safety. This item is a force (moment) ratio. Field: CPPos Field is Imported: Yes Format: Controlled by program Units: Unitless The positive acceptance criterion for collapse prevention. ratio. This item is a force (moment) Field: IONeg Field is Imported: Yes Format: Controlled by program Units: Unitless The negative acceptance criterion for immediate occupancy. This item is a force (moment) ratio.This item only applies when Symmetric item is No. Table: Hinges Gen 05 - Noninteracting - Force Control Field: MomentPos Page 642 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: LSNeg Field is Imported: Yes Format: Controlled by program Units: Unitless The negative acceptance criterion for life safety. This item is a force (moment) ratio.This item only applies when Symmetric item is No. Field: CPNeg Field is Imported: Yes Format: Controlled by program Units: Unitless The negative acceptance criterion for collapse prevention. ratio.This item only applies when Symmetric item is No. This item is a force (moment) Table: Hinges Gen 06 - Interacting - Deform Control - General Field: HingeName Field is Imported: Yes Format: Controlled by program Units: Text The name of a hinge property. Field: AssignHinge Field is Imported: No Format: Controlled by program Units: Text The hinge property from which the specified generated hinge property was created. This is either Auto or it is the name of a user defined hinge property. Field: DOFType Field is Imported: Yes Format: Controlled by program Units: Text This is one of the following indicating the hinge degree of freedom type: Interacting P-M2, Interacting P-M3, Interacting M2-M3, Interacting P-M2-M3. Table: Hinges Gen 06 - Interacting - Deform Control - General Field: LSNeg Page 643 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: FDType Field is Imported: Yes Format: Controlled by program Units: Text This item is either Moment-Rot or Moment-Curve indicating the type of force-deformation specified. . Field: LengthType Field is Imported: Yes Format: Controlled by program Units: Text This item only applies when the force-deformation type is Moment-Curvature. It indicates whether on import the Absolute length field (SSAbsLen) or the Relative length field (SSRelLen) field will be read. Field: SSAbsLen Field is Imported: Yes Format: Absolute Distance (Structure Dimensions section of form) Units: Length The absolute length of a hinge whose force-deformation type Moment-Curvature. Field: SSRelLen Field is Imported: Yes Format: Relative Distance (Structure Dimensions section of form) Units: Unitless The relative length of a hinge whose force-deformation type is Moment-Curvature. The relative distance is equal to the absolute distance divided by the line object length. Field: SFType Field is Imported: Yes Format: Controlled by program Units: Text This item is either Yield or User Defined indicating the scale factor type. Yield means the scale factor is based on the yield rotation or yield curvature depending on the force-deformation type specified. User Defined means that the scale factor is defined by the user. Table: Hinges Gen 06 - Interacting - Deform Control - General Field: FDType Page 644 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: UserSFRot Field is Imported: Yes Format: Controlled by program Units: Unitless The user scale factor for rotation. This item only applies when the force-deformation type Moment-Rotation and the scale factor type is User Defined. Field: UserSFCur Field is Imported: Yes Format: 1/Length (Miscellaneous section of form) Units: 1/Length The user scale factor for curvature. This item only applies when the force-deformation type Moment-Curvature and the scale factor type is User Defined. Field: BeyondE Field is Imported: Yes Format: Controlled by program Units: Text This item is To Zero or Extrapolated, indicating the force deformation behavior of the hinge beyond point E. Field: PMSym Field is Imported: Yes Format: Controlled by program Units: Yes/No This item only applies to PM2 and PM3 hinges. It is Yes if the moment-rotation (moment-curvature) behavior is symmetric. Otherwise it is No. Field: PMMorMMSym Field is Imported: Yes Format: Controlled by program Units: Text This item only applies to PM2M3 and M2M3 hinges. This item is either Circular, Double or None indicating the moment-rotation (moment-curvature) behavior for the hinge. Circular means there is circular symmetry, Double means there is double symmetry and None means there is No symmetry. Field: NumAxForce Field is Imported: No Format: Controlled by program Units: Unitless The number of axial forces specified for moment rotation curves. This item does not apply to M2M3 hinges. Table: Hinges Gen 06 - Interacting - Deform Control - General Field: UserSFRot Page 645 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: NumAngle Field is Imported: No Format: Controlled by program Units: Unitless The number of angles specified for moment rotation curves. Table: Hinges Gen 07 - Interacting - Deform Control - Fs and Angs Field: HingeName Field is Imported: Yes Format: Controlled by program Units: Text The name of a hinge property. Field: AssignHinge Field is Imported: No Format: Controlled by program Units: Text The hinge property from which the specified generated hinge property was created. This is either Auto or it is the name of a user defined hinge property. Field: DOFType Field is Imported: No Format: Controlled by program Units: Text This is one of the following indicating the hinge degree of freedom type: Interacting P-M2, Interacting P-M3, Interacting M2-M3, Interacting P-M2-M3. Field: AxForce Field is Imported: Yes Format: Force (Forces section of form) Units: Force An axial force for which moment rotation data is supplied. This item does not apply to M2M3 hinges. Field: Angle Field is Imported: Yes Format: Angles (Structure Dimensions section of form) Units: Degrees An angle in degrees at which moment rotation data is supplied. Table: Hinges Gen 07 - Interacting - Deform Control - Fs and Angs Field: NumAngle Page 646 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation For PM2 and PM3 hinges, if symmetry exists then a single angle at 0 degrees is specified. For PM2 and PM3 hinges, if no symmetry exists then angles at 0 and 180 degrees are specified. For PM2M3 and M2M3 hinges, if the symmetry condition is Circular then a single angle at 0 degrees is specified. For PM2M3 and M2M3 hinges, if the symmetry condition is Double (doubly symmetric) then two or more angles are specified where 0 <= angle <= 90. In this case angles must be specified at 0 and 90 degrees. Additional angles may be specified between 0 and 90 as desired. For PM2M3 and M2M3 hinges, if the symmetry condition is None then four or more angles are specified where 0 <= angle < 360. In this case angles must be specified at 0, 90, 180 and 270 degrees. Additional angles may be specified between 0 and 360 as desired. Table: Hinges Gen 08 - Interacting - Deform Control - Force-Deform Field: HingeName Field is Imported: Yes Format: Controlled by program Units: Text The name of a hinge property. Field: AssignHinge Field is Imported: No Format: Controlled by program Units: Text The hinge property from which the specified generated hinge property was created. This is either Auto or it is the name of a user defined hinge property. Field: DOFType Field is Imported: No Format: Controlled by program Units: Text This is one of the following indicating the hinge degree of freedom type: Interacting P-M2, Interacting P-M3, Interacting M2-M3, Interacting P-M2-M3. Table: Hinges Gen 08 - Interacting - Deform Control - Force-Deform Field: HingeName Page 647 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: CurveNum Field is Imported: No Format: Controlled by program Units: Unitless The moment rotation curve number. Field: AxForce Field is Imported: Yes Format: Force (Forces section of form) Units: Force An axial force for which moment rotation data is supplied. This item does not apply to M2M3 hinges. Field: Angle Field is Imported: Yes Format: Angles (Structure Dimensions section of form) Units: Degrees An angle in degrees at which moment rotation data is supplied. For PM2 and PM3 hinges, if symmetry exists then a single angle at 0 degrees is specified. For PM2 and PM3 hinges, if no symmetry exists then angles at 0 and 180 degrees are specified. For PM2M3 and M2M3 hinges, if the symmetry condition is Circular then a single angle at 0 degrees is specified. For PM2M3 and M2M3 hinges, if the symmetry condition is Double (doubly symmetric) then two or more angles are specified where 0 <= angle <= 90. In this case angles must be specified at 0 and 90 degrees. Additional angles may be specified between 0 and 90 as desired. For PM2M3 and M2M3 hinges, if the symmetry condition is None then four or more angles are specified where 0 <= angle < 360. In this case angles must be specified at 0, 90, 180 and 270 degrees. Additional angles may be specified between 0 and 360 as desired. Field: FDPoint Field is Imported: Yes Format: Controlled by program Units: Text This item is either A, B, C, D or E indicating a point on the specified hinge force deformation curve. The MomRatio and RCRatio items listed in the next two columns (fields) apply to this point. Table: Hinges Gen 08 - Interacting - Deform Control - Force-Deform Field: CurveNum Page 648 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: MomRatio Field is Imported: Yes Format: Controlled by program Units: Unitless The moment ratio (Moment/Yield Moment) used to define the specified point (see FDPoint column) on the hinge force-deformation curve. Field: RCRatio Field is Imported: Yes Format: Controlled by program Units: Unitless The Rotation/SF (or Curvature/SF depending on the specified force-deformation type for the hinge) used to define the specified point (see FDPoint column) on the hinge force-deformation curve. Table: Hinges Gen 09 - Interacting - Deform Control - Acceptance Field: HingeName Field is Imported: Yes Format: Controlled by program Units: Text The name of a hinge property. Field: AssignHinge Field is Imported: No Format: Controlled by program Units: Text The hinge property from which the specified generated hinge property was created. This is either Auto or it is the name of a user defined hinge property. Field: DOFType Field is Imported: No Format: Controlled by program Units: Text This is one of the following indicating the hinge degree of freedom type: Interacting P-M2, Interacting P-M3, Interacting M2-M3, Interacting P-M2-M3. Table: Hinges Gen 09 - Interacting - Deform Control - Acceptance Field: MomRatio Page 649 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: CurveNum Field is Imported: No Format: Controlled by program Units: Unitless The moment rotation curve number. Field: AxForce Field is Imported: Yes Format: Force (Forces section of form) Units: Force An axial force for which moment rotation data is supplied. This item does not apply to M2M3 hinges. Field: Angle Field is Imported: Yes Format: Angles (Structure Dimensions section of form) Units: Degrees An angle in degrees at which moment rotation data is supplied. For PM2 and PM3 hinges, if symmetry exists then a single angle at 0 degrees is specified. For PM2 and PM3 hinges, if no symmetry exists then angles at 0 and 180 degrees are specified. For PM2M3 and M2M3 hinges, if the symmetry condition is Circular then a single angle at 0 degrees is specified. For PM2M3 and M2M3 hinges, if the symmetry condition is Double (doubly symmetric) then two or more angles are specified where 0 <= angle <= 90. In this case angles must be specified at 0 and 90 degrees. Additional angles may be specified between 0 and 90 as desired. For PM2M3 and M2M3 hinges, if the symmetry condition is None then four or more angles are specified where 0 <= angle < 360. In this case angles must be specified at 0, 90, 180 and 270 degrees. Additional angles may be specified between 0 and 360 as desired. Field: ACPoint Field is Imported: Yes Format: Controlled by program Units: Text This item is either IO, LS or CP indicating a particular acceptance criterion. The AC item listed in the next column (field) applies to this point. Note that the AC is short for Acceptance Criteria. Table: Hinges Gen 09 - Interacting - Deform Control - Acceptance Field: CurveNum Page 650 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation IO is short for immediate occupancy, LS is short for life safety and CP is short for collapse prevention. Field: AC Field is Imported: Yes Format: Controlled by program Units: Unitless The rotation (curvature) for the specified acceptance criteria. Table: Hinges Gen 10 - Interacting - Force Control Field: HingeName Field is Imported: Yes Format: Controlled by program Units: Text The name of a hinge property. Field: AssignHinge Field is Imported: No Format: Controlled by program Units: Text The hinge property from which the specified generated hinge property was created. This is either Auto or it is the name of a user defined hinge property. Field: DOFType Field is Imported: Yes Format: Controlled by program Units: Text This is one of the following indicating the hinge degree of freedom type: Axial P, Shear V2, Shear V3, Torsion T, Moment M2, Moment M3. Field: CapFactor Field is Imported: Yes Format: Controlled by program Units: Unitless This is the lower bound strength capacity factor. Multiplying the hinge interaction surface values by this factor defines the lower bound capacity of the hinge. Table: Hinges Gen 10 - Interacting - Force Control Field: AC Page 651 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: DropLoad Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the hinge loses all carrying capacity when the lower bound strength is reached. It is No if the hinge remains elastic. Field: IO Field is Imported: Yes Format: Controlled by program Units: Unitless The acceptance criterion for immediate occupancy. This item is a ratio with respect to the lower bound capacity of the hinge. Field: LS Field is Imported: Yes Format: Controlled by program Units: Unitless The acceptance criterion for life safety. This item is a ratio with respect to the lower bound capacity of the hinge. Field: CP Field is Imported: Yes Format: Controlled by program Units: Unitless The acceptance criterion for collapse prevention. This item is a ratio with respect to the lower bound capacity of the hinge. Table: Hinges Gen 11 - Interacting - Interaction Surface - General Field: HingeName Field is Imported: Yes Format: Controlled by program Units: Text The name of a hinge property. Table: Hinges Gen 11 - Interacting - Interaction Surface - General Field: DropLoad Page 652 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: AssignHinge Field is Imported: No Format: Controlled by program Units: Text The hinge property from which the specified generated hinge property was created. This is either Auto or it is the name of a user defined hinge property. Field: DOFType Field is Imported: Yes Format: Controlled by program Units: Text This is one of the following indicating the hinge degree of freedom type: Axial P, Shear V2, Shear V3, Torsion T, Moment M2, Moment M3. Field: IntType Field is Imported: Yes Format: Controlled by program Units: Text This is either User, From Material, Steel: AISC-LRFD, Steel: FEMA-356 or Conc: ACI 318-02. AISC-LRFD interaction surfaces are calculated using AISC LRFD93 Specification Equations H1-1a and H1-1b with phi equal to one. FEMA-356 interaction surfaces are calculated using FEMA-356.Equation 5-4. ACI 318-02 interaction surfaces are constructed with phi equal to one. Field: PCurve Field is Imported: Yes Format: Controlled by program Units: Text This item applies to PM2, PM3 and PM2M3 hinges. This item is either Elastic-Plastic or it is Proportional. It refers to the axial force-deformation characteristics of the hinge. When specified as Proportional it means it is proportional to the moment rotation curve interpolated from the specified moment rotation surface at the point of first yield in the PMM surface. Table: Hinges Gen 11 - Interacting - Interaction Surface - General Field: AssignHinge Page 653 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: PForM2M3 Field is Imported: Yes Format: Force (Forces section of form) Units: Force This item only applies to M2M3 hinges. It is the axial force level at which the M2M3 interaction curve is calculated. Field: SymPM Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the PM hinge interaction curve is symmetric. Otherwise it is No. Field: SymMMandPMM Field is Imported: Yes Format: Controlled by program Units: Text This item is either Circular, Double or None indicating the symmetry condition for the interaction surface definition. Field: NumCurves Field is Imported: Yes Format: Controlled by program Units: Unitless This item is the number of separate curves used to define a user-defined interaction surface. Field: NumPoints Field is Imported: Yes Format: Controlled by program Units: Unitless The number of points on each curve in a user-defined interaction surface. Field: ScaleP Field is Imported: Yes Format: Force (Forces section of form) Units: Force This item applies to PM2, PM3 and PM2M3 hinges. It is the scale factor for the P values in a user-defined interaction surface. Table: Hinges Gen 11 - Interacting - Interaction Surface - General Field: PForM2M3 Page 654 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ScaleM2 Field is Imported: Yes Format: Moment (Forces section of form) Units: Force-Length This item applies to PM2, M2M3 and PM2M3 hinges. It is the scale factor for the M2 values in a user-defined interaction surface. Field: ScaleM3 Field is Imported: Yes Format: Moment (Forces section of form) Units: Force-Length This item applies to PM3, M2M3 and PM2M3 hinges. It is the scale factor for the M3 values in a user-defined interaction surface. Table: Hinges Gen 12 - Interacting - Interaction Surface - Data Field: HingeName Field is Imported: Yes Format: Controlled by program Units: Text The name of a hinge property. Field: AssignHinge Field is Imported: No Format: Controlled by program Units: Text The hinge property from which the specified generated hinge property was created. This is either Auto or it is the name of a user defined hinge property. Field: DOFType Field is Imported: Yes Format: Controlled by program Units: Text This is one of the following indicating the hinge degree of freedom type: Axial P, Shear V2, Shear V3, Torsion T, Moment M2, Moment M3. Table: Hinges Gen 12 - Interacting - Interaction Surface - Data Field: ScaleM2 Page 655 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: CurveNum Field is Imported: Yes Format: Controlled by program Units: Unitless This item applies to PM2, PM3 and PM2M3 hinges. It is the curve number in the interaction surface. Field: PointNum Field is Imported: Yes Format: Controlled by program Units: Unitless The point number on an interaction curve. Field: P Field is Imported: Yes Format: Controlled by program Units: Unitless This item applies to PM2, PM3 and PM2M3 hinges. It is the axial force at the specified point on the specified curve. Field: M2 Field is Imported: Yes Format: Controlled by program Units: Unitless This item applies to PM2, M2M3 and PM2M3 hinges. It is the moment about the 2-axis at the specified point on the specified curve. Field: M3 Field is Imported: Yes Format: Controlled by program Units: Unitless This item applies to PM3, M2M3 and PM2M3 hinges. It is the moment about the 3-axis at the specified point on the specified curve. Table: Hinges Gen 13 - Fiber - General Field: HingeName Field is Imported: Yes Format: Controlled by program Units: Text The name of a hinge property. Table: Hinges Gen 13 - Fiber - General Field: CurveNum Page 656 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: AssignHinge Field is Imported: No Format: Controlled by program Units: Text The hinge property from which the specified generated hinge property was created. This is either Auto or it is the name of a user defined hinge property. Field: DefType Field is Imported: Yes Format: Controlled by program Units: Text This is either From Section or User Defined indicating the fiber hinge definition option. Field: LengthType Field is Imported: Yes Format: Controlled by program Units: Text For P, V2 and V3, this item only applies when the force-deformation type is Stress-Strain. For T, M2, M3 and PMM, this item only applies when the force-deformation type is Moment-Curvature. For Fiber this item is always applicable. This item is either Absolute or Relative. It indicates whether on import the Absolute length field (SSAbsLen) or the Relative length field (SSRelLen) field will be read. Field: SSAbsLen Field is Imported: Yes Format: Absolute Distance (Structure Dimensions section of form) Units: Length The absolute length of a hinge. Field: SSRelLen Field is Imported: Yes Format: Relative Distance (Structure Dimensions section of form) Units: Unitless The relative length of a hinge. The relative distance is equal to the absolute distance divided by the line object length. Table: Hinges Gen 13 - Fiber - General Field: AssignHinge Page 657 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Hinges Gen 14 - Fiber - Fiber Data Field: HingeName Field is Imported: Yes Format: Controlled by program Units: Text The name of a hinge property. Field: AssignHinge Field is Imported: No Format: Controlled by program Units: Text The hinge property from which the specified generated hinge property was created. This is either Auto or it is the name of a user defined hinge property. Field: Fiber Field is Imported: No Format: Controlled by program Units: Text The fiber number. Field: Area Field is Imported: Yes Format: Area (Section Dimensions section of form) Units: Length2 The fiber area. Field: Coord3 Field is Imported: Yes Format: Coordinates (Structure Dimensions section of form) Units: Length The frame local 3-axis coordinate location of the fiber. Field: Coord2 Field is Imported: Yes Format: Coordinates (Structure Dimensions section of form) Units: Length The frame local 2-axis coordinate location of the fiber. Table: Hinges Gen 14 - Fiber - Fiber Data Field: HingeName Page 658 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Material Field is Imported: Yes Format: Controlled by program Units: Text The material property associated with the fiber. Table: Joint Added Mass Assignments Field: Joint Field is Imported: Yes Format: Controlled by program Units: Text Label of a joint. Field: CoordSys Field is Imported: Yes Format: Controlled by program Units: Text This is either Joint Local or Global indicating the coordinate system in which the joint masses are defined. In general we recommend defining joint masses in the joint local coordinate system. All analyses are performed using the local coordinate system. When masses that are defined in the global coordinate system are converted to the joint local coordinate system for analysis, all off-diagonal mass values in the joint local system (if any) are ignored. In other words, any mass coupling that may occur as a result of the coordinate transformation is ignored. Field: Mass1 Field is Imported: Yes Format: Mass (Mass and Weight section of form) Units: Force-Sec2/Length Translational mass assigned to the specified joint in the local 1 (or global X) direction. Field: Mass2 Field is Imported: Yes Format: Mass (Mass and Weight section of form) Units: Force-Sec2/Length Translational mass assigned to the specified joint in the local 2 (or global Y) direction. Table: Joint Added Mass Assignments Field: Material Page 659 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Mass3 Field is Imported: Yes Format: Mass (Mass and Weight section of form) Units: Force-Sec2/Length Translational mass assigned to the specified joint in the local 3 (or global Z) direction. Field: MMI1 Field is Imported: Yes Format: Rotational Inertia (Mass and Weight section of form) Units: Force-Length-Sec2 Rotational mass moment of inertia assigned to the specified joint about the local 1 (global X) axis. Field: MMI2 Field is Imported: Yes Format: Rotational Inertia (Mass and Weight section of form) Units: Force-Length-Sec2 Rotational mass moment of inertia assigned to the specified joint about the local 2 (global Y) axis. Field: MMI3 Field is Imported: Yes Format: Rotational Inertia (Mass and Weight section of form) Units: Force-Length-Sec2 Rotational mass moment of inertia assigned to the specified joint about the local 3 (global Z) axis. Field: AutoBridge Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the joint mass assignment is automatically created from a bridge object. Field: BridgeObj Field is Imported: Yes Format: Controlled by program Units: Text The name of the bridge object with which this joint mass assignment is associated. This item only applies when the AutoBridge item is True. Table: Joint Added Mass Assignments Field: Mass3 Page 660 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Joint Added Mass By Weight Assignments Field: Joint Field is Imported: Yes Format: Controlled by program Units: Text Label of a joint. Field: CoordSys Field is Imported: Yes Format: Controlled by program Units: Text This is either Joint Local or Global indicating the coordinate system in which the joint masses are defined. In general we recommend defining joint masses in the joint local coordinate system. All analyses are performed using the local coordinate system. When masses that are defined in the global coordinate system are converted to the joint local coordinate system for analysis, all off-diagonal mass values in the joint local system (if any) are ignored. In other words, any mass coupling that may occur as a result of the coordinate transformation is ignored. Field: Weight1 Field is Imported: Yes Format: Weight (Mass and Weight section of form) Units: Force Translational weight assigned to the specified joint in the local 1 (or global X) direction. Field: Weight2 Field is Imported: Yes Format: Weight (Mass and Weight section of form) Units: Force Translational weight assigned to the specified joint in the local 2 (or global Y) direction. Field: Weight3 Field is Imported: Yes Format: Weight (Mass and Weight section of form) Units: Force Translational weight assigned to the specified joint in the local 3 (or global Z) direction. Table: Joint Added Mass By Weight Assignments Field: Joint Page 661 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: WMI1 Field is Imported: Yes Format: Weight*Length2 (Mass and Weight section of form) Units: Force-Length2 Rotational weight moment of inertia assigned to the specified joint about the local 1 (global X) axis. Field: WMI2 Field is Imported: Yes Format: Weight*Length2 (Mass and Weight section of form) Units: Force-Length2 Rotational weight moment of inertia assigned to the specified joint about the local 2 (global Y) axis. Field: WMI3 Field is Imported: Yes Format: Weight*Length2 (Mass and Weight section of form) Units: Force-Length2 Rotational weight moment of inertia assigned to the specified joint about the local 3 (global Z) axis. Field: AutoBridge Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the joint mass assignment is automatically created from a bridge object. Field: BridgeObj Field is Imported: Yes Format: Controlled by program Units: Text The name of the bridge object with which this joint mass assignment is associated. This item only applies when the AutoBridge item is True. Table: Joint Added Mass By Volume Assignments Field: Joint Field is Imported: Yes Format: Controlled by program Units: Text Label of a joint. Table: Joint Added Mass By Volume Assignments Field: WMI1 Page 662 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: CoordSys Field is Imported: Yes Format: Controlled by program Units: Text This is either Joint Local or Global indicating the coordinate system in which the joint masses are defined. In general we recommend defining joint masses in the joint local coordinate system. All analyses are performed using the local coordinate system. When masses that are defined in the global coordinate system are converted to the joint local coordinate system for analysis, all off-diagonal mass values in the joint local system (if any) are ignored. In other words, any mass coupling that may occur as a result of the coordinate transformation is ignored. Field: Material Field is Imported: Yes Format: Controlled by program Units: Text The material property whose mass per unit volume is multiplied by the specified volume to obtain a mass. Field: Vol1 Field is Imported: Yes Format: Length3 (Section Dimensions section of form) Units: Length3 Translational volume assigned to the specified joint in the local 1 (or global X) direction. Field: Vol2 Field is Imported: Yes Format: Length3 (Section Dimensions section of form) Units: Length3 Translational volume assigned to the specified joint in the local 2 (or global Y) direction. Field: Vol3 Field is Imported: Yes Format: Length3 (Section Dimensions section of form) Units: Length3 Translational volume assigned to the specified joint in the local 3 (or global Z) direction. Table: Joint Added Mass By Volume Assignments Field: CoordSys Page 663 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VMI1 Field is Imported: Yes Format: Length5 (Modal Factors section of form) Units: Length5 Rotational volume moment of inertia assigned to the specified joint about the local 1 (global X) axis. Field: VMI2 Field is Imported: Yes Format: Length5 (Modal Factors section of form) Units: Length5 Rotational volume moment of inertia assigned to the specified joint about the local 2 (global Y) axis. Field: VMI3 Field is Imported: Yes Format: Length5 (Modal Factors section of form) Units: Length5 Rotational volume moment of inertia assigned to the specified joint about the local 3 (global Z) axis. Field: AutoBridge Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the joint mass assignment is automatically created from a bridge object. Field: BridgeObj Field is Imported: Yes Format: Controlled by program Units: Text The name of the bridge object with which this joint mass assignment is associated. This item only applies when the AutoBridge item is True. Table: Joint Bridge Object Flags Field: Joint Field is Imported: Yes Format: Controlled by program Units: Text Label of a joint. Table: Joint Bridge Object Flags Field: VMI1 Page 664 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: AutoBridge Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the joint is automatically created from a bridge object. Otherwise it is No. Field: BridgeObj Field is Imported: Yes Format: Controlled by program Units: Text The name of the bridge object with which this joint is associated. Field: BOSpan Field is Imported: Yes Format: Controlled by program Units: Text The name of the span in the bridge object with which this joint is associated. Field: BOItemType Field is Imported: Yes Format: Controlled by program Units: Text This is either Bent, Abutment, Hinge or Bearing indicating the portion of the bridge object with which this joint is associated. Field: BOBent Field is Imported: Yes Format: Controlled by program Units: Text The name of the bridge bent property with which this joint is associated. This item is only applicable if the BOItemType is Bent. Field: BOAbutment Field is Imported: Yes Format: Controlled by program Units: Text The name of the bridge abutment property with which this joint is associated. This item is only applicable if the BOItemType is Abutment. Table: Joint Bridge Object Flags Field: AutoBridge Page 665 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: BOBentCol Field is Imported: Yes Format: Controlled by program Units: Unitless The column number in the bridge bent with which this joint is associated. This item is only applicable if the BOItemType is Bent. Field: BOHingeAsgn Field is Imported: Yes Format: Controlled by program Units: Unitless The hinge assignment number in the bridge span with which this joint is associated. This item is only applicable if the BOItemType is Hinge. Field: BOBearing Field is Imported: Yes Format: Controlled by program Units: Text The name of the bridge bearing property with which this joint is associated. This item is only applicable if the BOItemType is Bearing. Field: Station Field is Imported: Yes Format: Coordinates (Structure Dimensions section of form) Units: Length The station along the bridge object at which the specified joint exists. Table: Joint Constraint Assignments Field: Joint Field is Imported: Yes Format: Controlled by program Units: Text Label of a joint that is assigned the specified constraint. Field: Constraint Field is Imported: Yes Format: Controlled by program Units: Text Label of a constraint. Table: Joint Constraint Assignments Field: BOBentCol Page 666 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Type Field is Imported: No Format: Controlled by program Units: Text The type of constraint. Table: Joint Coordinates Field: Joint Field is Imported: Yes Format: Controlled by program Units: Text Label of a joint. Field: CoordSys Field is Imported: Yes Format: Controlled by program Units: Text The coordinate system in which the specified joint was last defined (edited). Field: CoordType Field is Imported: Yes Format: Controlled by program Units: Text This is either Cartesian or Cylindrical indicating how the items in the XorR, Y, T, and Z fields are to be interpreted. See the documentation of those fields for more information. Field: XorR Field is Imported: Yes Format: Coordinates (Structure Dimensions section of form) Units: Length If the CoordType item is Cartesian then this is the X coordinate of the specified joint in the coordinate system specified by the CoordSys item. If the CoordType item is Cylindrical then this is the R coordinate of the specified joint in the coordinate system specified by the CoordSys item. Table: Joint Coordinates Field: Type Page 667 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Y Field is Imported: Yes Format: Coordinates (Structure Dimensions section of form) Units: Length The Y coordinate of the specified joint in the coordinate system specified by the CoordSys item. This item only applies if the CoordType item is Cartesian. Field: T Field is Imported: Yes Format: Angles (Structure Dimensions section of form) Units: Degrees The T coordinate of the specified joint in the coordinate system specified by the CoordSys item. This item only applies if the CoordType item is Cylindrical. Field: Z Field is Imported: Yes Format: Coordinates (Structure Dimensions section of form) Units: Length The Z coordinate of the specified joint in the coordinate system specified by the CoordSys item. Field: SpecialJt Field is Imported: Yes Format: Controlled by program Units: Yes/No The item is Yes if the specified joint is designated as a Special Joint. Otherwise it is No. The significance of a Special joint is that it is not automatically deleted by the graphic interface if (or when) no objects are connected to it. If a joint is not designated as a special joint, then the graphic interface will always delete it if it is not connected to an object. If a point is created in the graphic interface using either the Draw menu > Add Special Joint command, or its associated toolbar button, then that point is designated as a Special Joint. If a point is automatically created in the graphic interface as a result of drawing another object, then that joint is not designated as a Special Joint. Field: GlobalX Field is Imported: No Format: Coordinates (Structure Dimensions section of form) Units: Length Global X coordinate of the specified joint. Table: Joint Coordinates Field: Y Page 668 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: GlobalY Field is Imported: No Format: Coordinates (Structure Dimensions section of form) Units: Length Global Y coordinate of the specified joint. Field: GlobalZ Field is Imported: No Format: Coordinates (Structure Dimensions section of form) Units: Length Global Z coordinate of the specified joint. Field: TargetGX Field is Imported: Yes Format: Coordinates (Structure Dimensions section of form) Units: Length False. Field: TargetGY Field is Imported: Yes Format: Coordinates (Structure Dimensions section of form) Units: Length False. Field: TargetGZ Field is Imported: Yes Format: Coordinates (Structure Dimensions section of form) Units: Length False. Field: TargetCase Field is Imported: Yes Format: Controlled by program Units: Text False. Field: TargetStage Field is Imported: Yes Format: Controlled by program Units: Text False. Table: Joint Coordinates Field: GlobalY Page 669 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: TargetSF Field is Imported: Yes Format: Controlled by program Units: Unitless False. Field: GUID Field is Imported: Yes Format: Controlled by program Units: Text The global unique identifier (GUID) for the specified joint. Table: Joint Loads - Force Field: Joint Field is Imported: Yes Format: Controlled by program Units: Text Label of a joint. Field: LoadPat Field is Imported: Yes Format: Controlled by program Units: Text Label of the load pattern to which the specified load applies. Field: CoordSys Field is Imported: Yes Format: Controlled by program Units: Text Label of the coordinate system in which the load pattern is defined. Field: F1 Field is Imported: Yes Format: Force (Forces section of form) Units: Force Force applied to the joint in the local 1 direction. If the associated coordinate system is the global coordinate system then axes 1, 2 and 3 correspond to global axes X, Y and Z, respectively. Table: Joint Loads - Force Field: TargetSF Page 670 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: F2 Field is Imported: Yes Format: Force (Forces section of form) Units: Force Force applied to the joint in the local 2 direction. If the associated coordinate system is the global coordinate system then axes 1, 2 and 3 correspond to global axes X, Y and Z, respectively. Field: F3 Field is Imported: Yes Format: Force (Forces section of form) Units: Force Force applied to the joint in the local 3 direction. If the associated coordinate system is the global coordinate system then axes 1, 2 and 3 correspond to global axes X, Y and Z, respectively. Field: M1 Field is Imported: Yes Format: Moment (Forces section of form) Units: Force-Length Moment about the local 1-axis applied to the joint. If the associated coordinate system is the global coordinate system then axes 1, 2 and 3 correspond to global axes X, Y and Z, respectively. Field: M2 Field is Imported: Yes Format: Moment (Forces section of form) Units: Force-Length Moment about the local 2-axis applied to the joint. If the associated coordinate system is the global coordinate system then axes 1, 2 and 3 correspond to global axes X, Y and Z, respectively. Field: M3 Field is Imported: Yes Format: Moment (Forces section of form) Units: Force-Length Moment about the local 3-axis applied to the joint. If the associated coordinate system is the global coordinate system then axes 1, 2 and 3 correspond to global axes X, Y and Z, respectively. Table: Joint Loads - Force Field: F2 Page 671 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: GUID Field is Imported: Yes Format: Controlled by program Units: Text The global unique identifier (GUID) for the specified joint force load. Table: Joint Loads - Ground Displacement Field: Joint Field is Imported: Yes Format: Controlled by program Units: Text Label of a joint. Field: LoadPat Field is Imported: Yes Format: Controlled by program Units: Text Label of the load pattern to which the specified load applies. Field: CoordSys Field is Imported: Yes Format: Controlled by program Units: Text Label of the coordinate system in which the load pattern is defined. Field: U1 Field is Imported: Yes Format: Translational Displ (Displacements section of form) Units: Length Translational ground displacement applied to the joint in the local 1 direction. Note that the joint must be restrained (or have a spring) in the local 1 direction for this load to be active. If the associated coordinate system is the global coordinate system then axes 1, 2 and 3 correspond to global axes X, Y and Z, respectively. Table: Joint Loads - Ground Displacement Field: GUID Page 672 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: U2 Field is Imported: Yes Format: Translational Displ (Displacements section of form) Units: Length Translational ground displacement applied to the joint in the local 2 direction. Note that the joint must be restrained (or have a spring) in the local 2 direction for this load to be active. If the associated coordinate system is the global coordinate system then axes 1, 2 and 3 correspond to global axes X, Y and Z, respectively. Field: U3 Field is Imported: Yes Format: Translational Displ (Displacements section of form) Units: Length Translational ground displacement applied to the joint in the local 3 direction. Note that the joint must be restrained (or have a spring) in the local 3 direction for this load to be active. If the associated coordinate system is the global coordinate system then axes 1, 2 and 3 correspond to global axes X, Y and Z, respectively. Field: R1 Field is Imported: Yes Format: Rotational Displ (Displacements section of form) Units: Radians Rotational ground displacement applied to the joint about the local 1-axis. Note that the joint must be restrained (or have a spring) about the local 1-axis for this load to be active. If the associated coordinate system is the global coordinate system then axes 1, 2 and 3 correspond to global axes X, Y and Z, respectively. Field: R2 Field is Imported: Yes Format: Rotational Displ (Displacements section of form) Units: Radians Rotational ground displacement applied to the joint about the local 2-axis. Note that the joint must be restrained (or have a spring) about the local 2-axis for this load to be active. If the associated coordinate system is the global coordinate system then axes 1, 2 and 3 correspond to global axes X, Y and Z, respectively. Table: Joint Loads - Ground Displacement Field: U2 Page 673 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: R3 Field is Imported: Yes Format: Rotational Displ (Displacements section of form) Units: Radians Rotational ground displacement applied to the joint about the local 3-axis. Note that the joint must be restrained (or have a spring) about the local 3-axis for this load to be active. If the associated coordinate system is the global coordinate system then axes 1, 2 and 3 correspond to global axes X, Y and Z, respectively. Table: Joint Local Axes Assignments 1 - Typical Field: Joint Field is Imported: Yes Format: Controlled by program Units: Text Name of the joint. Field: AngleA Field is Imported: Yes Format: Angles (Structure Dimensions section of form) Units: Degrees AngleA, AngleB and AngleC define the rotation of the joint local coordinate system relative to the coordinate system determined from the reference vectors. In the case where the default reference vectors are used, the angles define the orientation of the joint local coordinate system with respect to the global axes. The orientation of the joint local coordinate system is obtained according to the following procedure: (1) The local system is first rotated about its +3 axis by AngleA. (2) The local system is next rotated about its resulting +2 axis by AngleB. (3) The local system is lastly rotated about its resulting +1 axis by AngleC. Note that the order in which these rotations are performed is important. Field: AngleB Field is Imported: Yes Format: Angles (Structure Dimensions section of form) Units: Degrees AngleA, AngleB and AngleC define the rotation of the joint local coordinate system relative to the coordinate system determined from the reference vectors. In the case where the default reference vectors are used, the angles define the orientation of the joint local coordinate system with respect to the global axes. The orientation of the joint local coordinate system is obtained according to the following procedure: (1) The local system is first rotated about its +3 axis by AngleA. (2) The Table: Joint Local Axes Assignments 1 - Typical Field: R3 Page 674 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation local system is next rotated about its resulting +2 axis by AngleB. (3) The local system is lastly rotated about its resulting +1 axis by AngleC. Note that the order in which these rotations are performed is important. Field: AngleC Field is Imported: Yes Format: Angles (Structure Dimensions section of form) Units: Degrees AngleA, AngleB and AngleC define the rotation of the joint local coordinate system relative to the coordinate system determined from the reference vectors. In the case where the default reference vectors are used, the angles define the orientation of the joint local coordinate system with respect to the global axes. The orientation of the joint local coordinate system is obtained according to the following procedure: (1) The local system is first rotated about its +3 axis by AngleA. (2) The local system is next rotated about its resulting +2 axis by AngleB. (3) The local system is lastly rotated about its resulting +1 axis by AngleC. Note that the order in which these rotations are performed is important. Field: AdvanceAxes Field is Imported: No Format: Controlled by program Units: Yes/No This item is Yes if an advanced method is used to define the local axes reference vectors for the joint. Otherwise it is No meaning that the default reference vectors are used. In the default system the joint positive local 1, 2 and 3 axes are parallel to the global positive X, Y and Z axes, respectively. In the advanced system the joint local axes are defined with respect to user-defined reference vectors. Note that when the advanced system is used, the specified Angle is applied to the local axes orientation defined by the user specified reference vectors. Table: Joint Local Axes Assignments 2 - Advanced Field: Joint Field is Imported: Yes Format: Controlled by program Units: Text Name of the joint. Table: Joint Local Axes Assignments 2 - Advanced Field: AngleC Page 675 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: LocalPlane Field is Imported: Yes Format: Controlled by program Units: Text This item indicates the local plane that is to be determined by the plane reference vector. It is either 12, 13, 21, 23, 31, or 32. Field: AxOption1 Field is Imported: Yes Format: Controlled by program Units: Text This is either Coord Dir, Two Joints or User Vector indicating the first method used to determine the axial reference vector. Field: AxCoordSys Field is Imported: Yes Format: Controlled by program Units: Text The coordinate system used to define the axial reference vector coordinate direction and the axial user vector. Field: AxCoordDir Field is Imported: Yes Format: Controlled by program Units: Text Axial coordinate direction taken at the joint in the specified coordinate system and used to define the axis reference vector. It may be one of +X, +Y, +Z, +CR, +CA, +CZ, +SB, +SA, +SR, -X, -Y, -Z, -CR, -CA, -CZ, -SB, -SA, -SR. Field: AxVecJt1 Field is Imported: Yes Format: Controlled by program Units: Text AxVecJt1 and AxVecJt2 are the labels of two joints that define the axis reference vector. If one of these items is reported as None then it means the current joint. If both of these items is reported as None then this option is not used to define the axis reference vector. Table: Joint Local Axes Assignments 2 - Advanced Field: LocalPlane Page 676 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: AxVecJt2 Field is Imported: Yes Format: Controlled by program Units: Text AxVecJt1 and AxVecJt2 are the labels of two joints that define the axis reference vector. If one of these items is reported as None then it means the current joint. If both of these items is reported as None then this option is not used to define the axis reference vector. Field: PlOption1 Field is Imported: Yes Format: Controlled by program Units: Text This is either Coord Dir, Two Joints or User Vector indicating the first method used to determine the plane reference vector. Field: PlCoordSys Field is Imported: Yes Format: Controlled by program Units: Text The coordinate system used to define the plane reference vector coordinate directions and the plane user vector. Field: CoordDir1 Field is Imported: Yes Format: Controlled by program Units: Text The primary coordinate direction taken at the joint in the specified coordinate system. It is used to determine the plane reference vector. It may be one of +X, +Y, +Z, +CR, +CA, +CZ, +SB, +SA, +SR, -X, -Y, -Z, -CR, -CA, -CZ, -SB, -SA, -SR. Field: CoordDir2 Field is Imported: Yes Format: Controlled by program Units: Text The secondary coordinate direction taken at the joint in the specified coordinate system. It is used to determine the plane reference vector. It may be one of +X, +Y, +Z, +CR, +CA, +CZ, +SB, +SA, +SR, -X, -Y, -Z, -CR, -CA, -CZ, -SB, -SA, -SR. Table: Joint Local Axes Assignments 2 - Advanced Field: AxVecJt2 Page 677 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: PlVecJt1 Field is Imported: Yes Format: Controlled by program Units: Text PlVecJt1 and PlVecJt2 are the labels of two joints that define the plane reference vector. Either of these items may be specified as None to indicate the current joint. If both PlVecJt1 and PlVecJt2 are specified as None then they are not used to define the plane reference vector. Field: PlVecJt2 Field is Imported: Yes Format: Controlled by program Units: Text PlVecJt1 and PlVecJt2 are the labels of two joints that define the plane reference vector. Either of these items may be specified as None to indicate the current joint. If both PlVecJt1 and PlVecJt2 are specified as None then they are not used to define the plane reference vector. Field: AxVecX Field is Imported: Yes Format: Controlled by program Units: Unitless The X direction component of the axis reference vector in the coordinate system defined by the CoordSys item. Field: AxVecY Field is Imported: Yes Format: Controlled by program Units: Unitless The Y direction component of the axis reference vector in the coordinate system defined by the CoordSys item. Field: AxVecZ Field is Imported: Yes Format: Controlled by program Units: Unitless The Z direction component of the axis reference vector in the coordinate system defined by the CoordSys item. Table: Joint Local Axes Assignments 2 - Advanced Field: PlVecJt1 Page 678 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: PlVecX Field is Imported: Yes Format: Controlled by program Units: Unitless The X direction component of the plane reference vector in the coordinate system defined by the CoordSys item. Field: PlVecY Field is Imported: Yes Format: Controlled by program Units: Unitless The Y direction component of the plane reference vector in the coordinate system defined by the CoordSys item. Field: PlVecZ Field is Imported: Yes Format: Controlled by program Units: Unitless The Z direction component of the plane reference vector in the coordinate system defined by the CoordSys item. Table: Joint Merge Number Assignments Field: Joint Field is Imported: Yes Format: Controlled by program Units: Text Label of a joint. Field: MergeNumber Field is Imported: Yes Format: Controlled by program Units: Unitless The merge number for the joint. This item is used to control whether joints in the same location automatically merge or remain two separate joints. The merge number is also used to determine if a joint can be constrained using an auto edge constraint to the edge of an area object or a solid object. Two joints can not automatically merge unless both joints have the same merge number. A joint can not be automatically constrained to the edge of an area object or solid object unless it has the same merge number as at least one of the two point objects at the end of the edge. Table: Joint Merge Number Assignments Field: PlVecX Page 679 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Joint Panel Zone Assignments Field: Joint Field is Imported: Yes Format: Controlled by program Units: Text Label of a joint. Field: PZFrom Field is Imported: Yes Format: Controlled by program Units: Text This is either Elastic, User or Link. It identifies how the panel zone properties are defined. In the Assign Panel Zone form that appears when you select a point and click the Assign menu > Joint/Point > Panel Zone command there are four options for the panel zone properties. They are: Elastic properties from column, Elastic properties from column and doubler plate, Specified spring properties, and Specified link property. The PZFrom item is specified as Elastic for each of the first two options above. The DoublerPl item in the output table tells you if a doubler plate is considered in the properties. If a nonzero doubler plate thickness is reported then the doubler plate is considered when computing the panel zone properties. The PZFrom item is specified as User when there are specified spring properties. These spring properties are reported in the MajorStiff and MinorStiff items in the output table. The PZFrom item is specified as Link when there is a specified link property. The link object name is reported in the PZLink item in the output table. Field: DoublerPl Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length Thickness of the doubler plate. Field: MajorStiff Field is Imported: Yes Format: Rotational Stiffness (Stiffness section of form) Units: Force-Length/rad Specified panel zone rotational spring stiffness for major axis bending (about the local 3-axis of the column and panel zone). Table: Joint Panel Zone Assignments Field: Joint Page 680 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: MinorStiff Field is Imported: Yes Format: Rotational Stiffness (Stiffness section of form) Units: Force-Length/rad Specified panel zone rotational spring stiffness for minor axis bending (about the local 2-axis of the column and panel zone). Field: PZLink Field is Imported: Yes Format: Controlled by program Units: Text Label of a link property specified to define the panel zone properties. Field: PZConnect Field is Imported: Yes Format: Controlled by program Units: Text This item is either 'Beams to Other Objects' or 'Braces to Other Objects' indicating how the panel zone connects the elements at the specified joint. Field: AxesFrom Field is Imported: Yes Format: Controlled by program Units: Text This item is either Column or User indicating how the local axes of the panel zone are defined. If the axes are user-defined then the PZAxesAngle item defines the orientation of the panel zone local axes. The user defined option only applies when the panel zone is defined from a link property. Field: PZAxesAngle Field is Imported: Yes Format: Angles (Structure Dimensions section of form) Units: Degrees This item only applies if the PZFrom item is Link and the AxesFrom item is User. It is the angle measured counter-clockwise from the positive global X-axis to the local 2-axis of the panel zone. Table: Joint Panel Zone Assignments Field: MinorStiff Page 681 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Joint Pattern Assignments Field: Joint Field is Imported: Yes Format: Controlled by program Units: Text Label of a joint. Field: Pattern Field is Imported: Yes Format: Controlled by program Units: Text Name of the specified joint pattern. Field: Value Field is Imported: Yes Format: Controlled by program Units: Unitless Joint pattern value at the specified joint. Table: Joint Pattern Definitions Field: Pattern Field is Imported: Yes Format: Controlled by program Units: Text Name of the specified joint pattern. Field: AutoBridge Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the joint pattern is automatically created from a bridge object. Otherwise it is No. Table: Joint Pattern Assignments Field: Joint Page 682 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: BridgeObj Field is Imported: Yes Format: Controlled by program Units: Text The name of the bridge object with which this joint pattern (that was automatically created from a bridge object) is associated.This item only applies when the AutoBridge item is True. Field: BridgePType Field is Imported: Yes Format: Controlled by program Units: Text This is either Odd or Even indicating how the joint pattern (that was automatically created from a bridge object) is used by the associated bridge object.This item only applies when the AutoBridge item is True. Field: BridgeLPat Field is Imported: Yes Format: Controlled by program Units: Text Thhe name of the load pattern for which the joint pattern (that was automatically created from a bridge object) was created.This item only applies when the AutoBridge item is True. Table: Joint Punching Load Assignments Field: Joint Field is Imported: Yes Format: Controlled by program Units: Text Label of a joint. Field: JtActive Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the joint is designated as active for the punching load check. Otherwise it is No. If the joint is not active then no punching load checks are performed for it when the punching load check is run. Table: Joint Punching Load Assignments Field: BridgeObj Page 683 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Frame Field is Imported: Yes Format: Controlled by program Units: Text Label of a Frame object. Field: FrmActive Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the frame member is designated as active for the punching load check at the specified joint. Otherwise it is No. If the frame is not active then no punching load checks are performed for it at the specified joint when the punching load check is run. Field: UserFType Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the FType item is user-defined and No if it is program determined. Field: FType Field is Imported: Yes Format: Controlled by program Units: Text This is either Chord or Brace indicating the frame type assumed for the punching load check. Field: UserSection Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the Section item is user-defined and No if it is program determined based on the section property assigned to the line object (frame). Field: Section Field is Imported: Yes Format: Controlled by program Units: Text The section property used for the punching load check. Table: Joint Punching Load Assignments Field: Frame Page 684 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Class Field is Imported: Yes Format: Controlled by program Units: Text The joint classification associated with a Brace-type element. This is either K Overlap, K Gap, T & Y, Cross w/o Diaph, or Cross with Diaph. The default classification is T & Y. Field: Gap Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The gap length associated with a Brace-type element that has a K Gap joint classification. This item is only applicable when the Class item is K Gap. Field: UserAngle Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the Angle item is user-defined and No if it is program determined. Field: Angle Field is Imported: Yes Format: Angles (Structure Dimensions section of form) Units: Degrees The angle measured in degrees from the Chord-type element to the Brace-type element. This item is only applicable to Brace-type elements. . Field: QqAxial Field is Imported: Yes Format: Controlled by program Units: Unitless The Qq factor for axial load used in evaluating the punching load. If this item is zero then QqAxial is to be determined by the program. The default value is zero. Note that QqAxial is used for working stress design when the punching shear method is used. Table: Joint Punching Load Assignments Field: Class Page 685 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: QqMomIn Field is Imported: Yes Format: Controlled by program Units: Unitless The Qq factor for in-plane bending used in evaluating the punching load. If this item is zero then QqMomIn is to be determined by the program. The default value is zero. Note that QqMomIn is used for working stress design when the punching shear method is used. Field: QqMomOut Field is Imported: Yes Format: Controlled by program Units: Unitless The Qq factor for out-of-plane bending used in evaluating the punching load. If this item is zero then QqMomOut is to be determined by the program. The default value is zero. Note that QqMomOut is used for working stress design when the punching shear method is used. Field: QuAxial Field is Imported: Yes Format: Controlled by program Units: Unitless The Qu factor for axial load used in evaluating the punching load. If this item is zero then QuAxial is to be determined by the program. The default value is zero. Note that QuAxial is used for working stress design when the nominal load method is used and for LRFD design. Field: QuMomIn Field is Imported: Yes Format: Controlled by program Units: Unitless The Qu factor for in-plane bending used in evaluating the punching load. If this item is zero then QuMomIn is to be determined by the program. The default value is zero. Note that QuMomIn is used for working stress design when the nominal load method is used and for LRFD design. Table: Joint Punching Load Assignments Field: QqMomIn Page 686 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: QuMomOut Field is Imported: Yes Format: Controlled by program Units: Unitless The Qu factor for out-of-plane bending used in evaluating the punching load. If this item is zero then QuMomOut is to be determined by the program. The default value is zero. Note that QuMomOut is used for working stress design when the nominal load method is used and for LRFD design. Field: QfAxial Field is Imported: Yes Format: Controlled by program Units: Unitless The Qf factor for axial load used in evaluating the punching load. If this item is zero then QfAxial is to be determined by the program. The default value is zero. Field: QfMomIn Field is Imported: Yes Format: Controlled by program Units: Unitless The Qf factor for in-plane bending used in evaluating the punching load. If this item is zero then QfMomIn is to be determined by the program. The default value is zero. Field: QfMomOut Field is Imported: Yes Format: Controlled by program Units: Unitless The Qf factor for out-of-plane bending used in evaluating the punching load. If this item is zero then QfMomOut is to be determined by the program. The default value is zero. Field: PhiJAxial Field is Imported: Yes Format: Controlled by program Units: Unitless The Phi subscript J factor for axial load used in evaluating the punching load. If this item is zero then PhiJAxial is to be determined by the program. The default value is zero. Table: Joint Punching Load Assignments Field: QuMomOut Page 687 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: PhiJMomIn Field is Imported: Yes Format: Controlled by program Units: Unitless The Phi subscript J factor for in-plane bending used in evaluating the punching load. If this item is zero then PhiJMomIn is to be determined by the program. The default value is zero. Field: PhiJMomOut Field is Imported: Yes Format: Controlled by program Units: Unitless The Phi subscript J factor for out-of-plane bending used in evaluating the punching load. If this item is zero then PhiJMomOut is to be determined by the program. The default value is zero. Field: WeldThick Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The lesser of the weld throat thickness or the thickness t of the thinner brace. This item is only applicable for braces with a K Overlap class. Field: Vwa Field is Imported: Yes Format: Stress Input (Stresses section of form) Units: Force/Length2 The AISC allowable shear stress for weld between the braces. This item is only applicable for braces with a K Overlap class that are using allowable stress design. Field: PhiWeld Field is Imported: Yes Format: Controlled by program Units: Unitless The AISC resistance factor for the weld. This item is only applicable for braces with a K Overlap class that are using LRFD design. Table: Joint Punching Load Assignments Field: PhiJMomIn Page 688 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: L1OverL Field is Imported: Yes Format: Controlled by program Units: Unitless The circumference for that portion of the brace that contacts the chord (L1) divided by the circumference of the brace contact with the chord neglecting the presence of the overlap. This item is only applicable for braces with a K Overlap class. Field: L2 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The projected chord length (one side) of the overlapping weld, measured perpendicular to the chord, in an overlapping joint. This item is only applicable for braces with a K Overlap class. Table: Joint Restraint Assignments Field: Joint Field is Imported: Yes Format: Controlled by program Units: Text Label of a joint. Field: U1 Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the U1 degree of freedom is restrained at the specified joint. Otherwise it is No. Field: U2 Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the U2 degree of freedom is restrained at the specified joint. Otherwise it is No. Table: Joint Restraint Assignments Field: L1OverL Page 689 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: U3 Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the U3 degree of freedom is restrained at the specified joint. Otherwise it is No. Field: R1 Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the R1 degree of freedom is restrained at the specified joint. Otherwise it is No. Field: R2 Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the R2 degree of freedom is restrained at the specified joint. Otherwise it is No. Field: R3 Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the R3 degree of freedom is restrained at the specified joint. Otherwise it is No. Table: Joint Spring Assignments 1 - Uncoupled Field: Joint Field is Imported: Yes Format: Controlled by program Units: Text Label of a joint. Field: CoordSys Field is Imported: Yes Format: Controlled by program Units: Text Label of the coordinate system in which the joint springs are defined. Table: Joint Spring Assignments 1 - Uncoupled Field: U3 Page 690 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: U1 Field is Imported: Yes Format: Translational Stiffness (Stiffness section of form) Units: Force/Length The spring stiffness in the U1 (UX) direction for the specified coordinate system at the indicated joint. Field: U2 Field is Imported: Yes Format: Translational Stiffness (Stiffness section of form) Units: Force/Length The spring stiffness in the U2 (UY) direction for the specified coordinate system at the indicated joint. Field: U3 Field is Imported: Yes Format: Translational Stiffness (Stiffness section of form) Units: Force/Length The spring stiffness in the U3 (UZ) direction for the specified coordinate system at the indicated joint. Field: R1 Field is Imported: Yes Format: Rotational Stiffness (Stiffness section of form) Units: Force-Length/rad The spring stiffness in the R1 (RX) direction for the specified coordinate system at the indicated joint. Field: R2 Field is Imported: Yes Format: Rotational Stiffness (Stiffness section of form) Units: Force-Length/rad The spring stiffness in the R2 (RY) direction for the specified coordinate system at the indicated joint. Field: R3 Field is Imported: Yes Format: Rotational Stiffness (Stiffness section of form) Units: Force-Length/rad The spring stiffness in the R3 (RZ) direction for the specified coordinate system at the indicated joint. Table: Joint Spring Assignments 1 - Uncoupled Field: U1 Page 691 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Joint Spring Assignments 2 - Coupled Field: Joint Field is Imported: Yes Format: Controlled by program Units: Text Label of a joint. Field: CoordSys Field is Imported: Yes Format: Controlled by program Units: Text Label of the coordinate system in which the joint springs are defined. Field: U1 Field is Imported: Yes Format: Translational Stiffness (Stiffness section of form) Units: Force/Length The spring stiffness in the U1 (UX) direction for the specified coordinate system at the indicated joint. Field: U1U2 Field is Imported: Yes Format: Translational Stiffness (Stiffness section of form) Units: Force/Length The spring stiffness in the U1U2 (UXUY) direction for the specified coordinate system at the indicated joint. Field: U2 Field is Imported: Yes Format: Translational Stiffness (Stiffness section of form) Units: Force/Length The spring stiffness in the U2 (UY) direction for the specified coordinate system at the indicated joint. Field: U1U3 Field is Imported: Yes Format: Translational Stiffness (Stiffness section of form) Units: Force/Length The spring stiffness in the U1U3 (UXUZ) direction for the specified coordinate system at the indicated joint. Table: Joint Spring Assignments 2 - Coupled Field: Joint Page 692 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: U2U3 Field is Imported: Yes Format: Translational Stiffness (Stiffness section of form) Units: Force/Length The spring stiffness in the U2U3 (UYUZ) direction for the specified coordinate system at the indicated joint. Field: U3 Field is Imported: Yes Format: Translational Stiffness (Stiffness section of form) Units: Force/Length The spring stiffness in the U3 (UZ) direction for the specified coordinate system at the indicated joint. Field: U1R1 Field is Imported: Yes Format: TransRot Coupled Stiff (Stiffness section of form) Units: Force/rad The spring stiffness in the U1R1 (UXRX) direction for the specified coordinate system at the indicated joint. Field: U2R1 Field is Imported: Yes Format: TransRot Coupled Stiff (Stiffness section of form) Units: Force/rad The spring stiffness in the U2R1 (UYRX) direction for the specified coordinate system at the indicated joint. Field: U3R1 Field is Imported: Yes Format: TransRot Coupled Stiff (Stiffness section of form) Units: Force/rad The spring stiffness in the U3R1 (UZRX) direction for the specified coordinate system at the indicated joint. Field: R1 Field is Imported: Yes Format: Rotational Stiffness (Stiffness section of form) Units: Force-Length/rad The spring stiffness in the R1 (RX) direction for the specified coordinate system at the indicated joint. Table: Joint Spring Assignments 2 - Coupled Field: U2U3 Page 693 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: U1R2 Field is Imported: Yes Format: TransRot Coupled Stiff (Stiffness section of form) Units: Force/rad The spring stiffness in the U1R2 (UXRY) direction for the specified coordinate system at the indicated joint. Field: U2R2 Field is Imported: Yes Format: TransRot Coupled Stiff (Stiffness section of form) Units: Force/rad The spring stiffness in the U2R2 (UYRY) direction for the specified coordinate system at the indicated joint. Field: U3R2 Field is Imported: Yes Format: TransRot Coupled Stiff (Stiffness section of form) Units: Force/rad The spring stiffness in the U3R2 (UZRY) direction for the specified coordinate system at the indicated joint. Field: R1R2 Field is Imported: Yes Format: Rotational Stiffness (Stiffness section of form) Units: Force-Length/rad The spring stiffness in the R1R2 (RXRY) direction for the specified coordinate system at the indicated joint. Field: R2 Field is Imported: Yes Format: Rotational Stiffness (Stiffness section of form) Units: Force-Length/rad The spring stiffness in the R2 (RY) direction for the specified coordinate system at the indicated joint. Field: U1R3 Field is Imported: Yes Format: TransRot Coupled Stiff (Stiffness section of form) Units: Force/rad The spring stiffness in the U1R3 (UXRZ) direction for the specified coordinate system at the indicated joint. Table: Joint Spring Assignments 2 - Coupled Field: U1R2 Page 694 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: U2R3 Field is Imported: Yes Format: TransRot Coupled Stiff (Stiffness section of form) Units: Force/rad The spring stiffness in the U2R3 (UYRZ) direction for the specified coordinate system at the indicated joint. Field: U3R3 Field is Imported: Yes Format: TransRot Coupled Stiff (Stiffness section of form) Units: Force/rad The spring stiffness in the U3R3 (UZRZ) direction for the specified coordinate system at the indicated joint. Field: R1R3 Field is Imported: Yes Format: Rotational Stiffness (Stiffness section of form) Units: Force-Length/rad The spring stiffness in the R1R3 (RXRZ) direction for the specified coordinate system at the indicated joint. Field: R2R3 Field is Imported: Yes Format: Rotational Stiffness (Stiffness section of form) Units: Force-Length/rad The spring stiffness in the R2R3 (RYRZ) direction for the specified coordinate system at the indicated joint. Field: R3 Field is Imported: Yes Format: Rotational Stiffness (Stiffness section of form) Units: Force-Length/rad The spring stiffness in the R3 (RZ) direction for the specified coordinate system at the indicated joint. Table: Joint Spring Assignments 2 - Coupled Field: U2R3 Page 695 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Joint Vehicle Response Component Overwrites Field: Joint Field is Imported: Yes Format: Controlled by program Units: Text Label of a joint. Field: Usage Field is Imported: Yes Format: Controlled by program Units: Text This is either Superstructure, AASHTO HL - Reaction indicating the vehicle type and structural member type to which the overwrite applies. AASHTO HL - Reaction refers to reactions at interior supports (piers). Field: Component Field is Imported: Yes Format: Controlled by program Units: Text This is either F1, F2, F3, T, M2, M3 or indicating the output component to which the overwrite applies. Field: Status Field is Imported: Yes Format: Controlled by program Units: Text This is either Do Not Use, Use Positive Values, Use Negative Values, or Use All Values indicating the portion of the output for the specified component to which the overwrite applies. Table: Lane Centerline Points Field: Lane Field is Imported: No Format: Controlled by program Units: Text The name of a lane. Table: Joint Vehicle Response Component Overwrites Field: Joint Page 696 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Point Field is Imported: No Format: Controlled by program Units: Unitless A point along the lane centerline. These points are calculated by the program from the lane definition data. Field: CoordSys Field is Imported: No Format: Controlled by program Units: Text The coordinate system in which the X, Y and Z coordinates of the specified point along the lane centerline are reported. Field: X Field is Imported: No Format: Coordinates (Structure Dimensions section of form) Units: Length The X coordinate of the specified point along the lane centerline in the specified coordinate system. Field: Y Field is Imported: No Format: Coordinates (Structure Dimensions section of form) Units: Length The Y coordinate of the specified point along the lane centerline in the specified coordinate system. Field: Z Field is Imported: No Format: Coordinates (Structure Dimensions section of form) Units: Length The Z coordinate of the specified point along the lane centerline in the specified coordinate system. Field: GlobalX Field is Imported: No Format: Coordinates (Structure Dimensions section of form) Units: Length The X coordinate of the specified point along the lane centerline in the global coordinate system. Table: Lane Centerline Points Field: Point Page 697 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: GlobalY Field is Imported: No Format: Coordinates (Structure Dimensions section of form) Units: Length The Y coordinate of the specified point along the lane centerline in the global coordinate system. Field: GlobalZ Field is Imported: No Format: Coordinates (Structure Dimensions section of form) Units: Length The Z coordinate of the specified point along the lane centerline in the global coordinate system. Table: Lane Definition Data Field: Lane Field is Imported: Yes Format: Controlled by program Units: Text The name of a lane. Field: LaneFrom Field is Imported: Yes Format: Controlled by program Units: Text This is either Layout Line or Frame indicating the item (method) used to define the lane. Field: LayoutLine Field is Imported: Yes Format: Controlled by program Units: Text The name of the bridge layout line with which the specified station is associated. This item only applies when the LaneFrom item is Layout Line. Field: Station Field is Imported: Yes Format: Coordinates (Structure Dimensions section of form) Units: Length A station along the specified bridge layout line. This item only applies when the LaneFrom item is Layout Line. Table: Lane Definition Data Field: GlobalY Page 698 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Frame Field is Imported: Yes Format: Controlled by program Units: Text A frame object from which the lane is defined. This item only applies when the LaneFrom item is Frame. Field: Width Field is Imported: Yes Format: Absolute Distance (Structure Dimensions section of form) Units: Length If the LaneFrame item is Frame then this is the width of the lane along the specified frame object. Field: Offset Field is Imported: Yes Format: Absolute Distance (Structure Dimensions section of form) Units: Length If the LaneFrame item is Layout Line then this is the offset at the specified station from the bridge layout line to the center line of the lane. The offset is measured perpendicular to the bridge layout line. When looking along the bridge layout line toward the next larger station, a positive offset is to the right side of the layout line. This is consistent with the frame local axes coordinate system with the positive local 1 axis along the layout line (pointing from a smaller to a larger station), the local 2 axis pointing up and the local 3 axis horizontal. A positive offset is in the positive direction of the local 3 axis. If the LaneFrame item is Frame then this is the offset of the centerline of the lane from the specified frame object. When looking from the start of the lane toward the end of the lane a positive offset is to the right of the frame object. Field: LoadGroup Field is Imported: Yes Format: Controlled by program Units: Text This item indicates the objects that the lane loads. It is either Default or the name of a group. Default means that the program determines which objects are loaded. If a group is specified then only the objects in that group are loaded by the lane. Table: Lane Definition Data Field: Frame Page 699 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: DiscAlong Field is Imported: Yes Format: Absolute Distance (Structure Dimensions section of form) Units: Length The maximum lane load discretization length along the length of the lane. Field: DiscAcross Field is Imported: Yes Format: Absolute Distance (Structure Dimensions section of form) Units: Length The maximum lane load discretization distance across the width of the lane. Field: DiscSpan Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the maximum lane load discretization used in the analysis is to not exceed some specified fraction of the minimum span length found by the program. Otherwise it is No. The fraction of span length used is one over the DiscSpanFac item. Field: DiscSpanFac Field is Imported: Yes Format: Controlled by program Units: Unitless When the maximum lane load discretization used in the analysis is specified to not exceed some specified fraction of the minimum span length found by the program, the fraction of span length used is one over the DiscSpanFac item. Field: DiscLane Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the maximum lane load discretization used in the analysis is to not exceed some specified fraction of the lane length. Otherwise it is No. The fraction of lane length used is one over the DiscLaneFac item. Field: DiscLaneFac Field is Imported: Yes Format: Controlled by program Units: Unitless When the maximum lane load discretization used in the analysis is specified to not exceed some specified fraction of the lane length, the fraction of lane length used is one over the DiscLaneFac item. Table: Lane Definition Data Field: DiscAlong Page 700 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: LeftType Field is Imported: Yes Format: Controlled by program Units: Text This is either Exterior or Interior indicating the left lane edge type. This type is used when determining how close an vehicle axle load can get to the edge og the lane. Field: RightType Field is Imported: Yes Format: Controlled by program Units: Text This is either Exterior or Interior indicating the right lane edge type. This type is used when determining how close an vehicle axle load can get to the edge og the lane. Field: Color Field is Imported: Yes Format: Controlled by program Units: Text This is either a defined color or an integer representation of the color associated with the lane. The possible defined colors are Black, Red, Orange, Yellow, Green, Cyan, Blue, Magenta, White, Dark Red, Dark Yellow, Dark Green, Dark Cyan, Dark Blue, Dark Magenta, Gray1, Gray2, Gray3, Gray4, Gray5, Gray6, Gray7 and Gray8. Gray1 is a light gray and Gray8 is a dark gray. Table: Link Bridge Object Flags Field: Link Field is Imported: Yes Format: Controlled by program Units: Text Name of the link object. Field: AutoBridge Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the link object is automatically created from a bridge object. Otherwise it is No. Table: Link Bridge Object Flags Field: LeftType Page 701 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: BridgeObj Field is Imported: Yes Format: Controlled by program Units: Text The name of the bridge object with which this link object is associated. Field: BOSpan Field is Imported: Yes Format: Controlled by program Units: Text The name of the span in the bridge object with which this link object is associated. Field: BOItemType Field is Imported: Yes Format: Controlled by program Units: Text This is either Bent, Abutment, Hinge, Restrainer or Bearing indicating the portion of the bridge object with which this link object is associated. Field: BOBent Field is Imported: Yes Format: Controlled by program Units: Text The name of the bridge bent property with which this link object is associated. This item is only applicable if the BOItemType is Bent. Field: BOAbutment Field is Imported: Yes Format: Controlled by program Units: Text The name of the bridge abutment property with which this link object is associated. This item is only applicable if the BOItemType is Abutment. Field: BOBentCol Field is Imported: Yes Format: Controlled by program Units: Unitless The column number in the bridge bent with which this link object is associated. This item is only applicable if the BOItemType is Bent. Table: Link Bridge Object Flags Field: BridgeObj Page 702 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: BOHingeAsgn Field is Imported: Yes Format: Controlled by program Units: Unitless The hinge assignment number in the bridge span with which this link object is associated. This item is only applicable if the BOItemType is Hinge or Restrainer. Field: BOBearing Field is Imported: Yes Format: Controlled by program Units: Text The name of the bridge bearing property with which this link object is associated. This item is only applicable if the BOItemType is Bearing. Field: StartSta Field is Imported: Yes Format: Coordinates (Structure Dimensions section of form) Units: Length The station along the bridge object at which the specified link starts. Field: EndSta Field is Imported: Yes Format: Coordinates (Structure Dimensions section of form) Units: Length The station along the bridge object at which the specified link ends. Table: Link Frequency Dependent Properties 01 - General Field: Link Field is Imported: Yes Format: Controlled by program Units: Text The name of a link frequency dependent property. Field: Color Field is Imported: Yes Format: Controlled by program Units: Text This is either a defined color or an integer representation of the color associated with the property. Table: Link Frequency Dependent Properties 01 - General Field: BOHingeAsgn Page 703 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation The possible defined colors are Black, Red, Orange, Yellow, Green, Cyan, Blue, Magenta, White, Dark Red, Dark Yellow, Dark Green, Dark Cyan, Dark Blue, Dark Magenta, Gray1, Gray2, Gray3, Gray4, Gray5, Gray6, Gray7 and Gray8. Gray1 is a light gray and Gray8 is a dark gray. Field: GUID Field is Imported: Yes Format: Controlled by program Units: Text The global unique identifier (GUID) for the specified frequency dependent link property. Field: Notes Field is Imported: Yes Format: Controlled by program Units: Text User notes for the specified frequency dependent link property. Table: Link Frequency Dependent Properties 02 - Details Field: Link Field is Imported: Yes Format: Controlled by program Units: Text The name of a link frequency dependent property. Field: DOF Field is Imported: Yes Format: Controlled by program Units: Text This may be U1, U2, U3, R1, R2, R3, U1U2, U1U3, U2U3, U1R1, U2R1, U3R1, U1R2, U2R2, U3R2, R1R2, U1R3, U2R3, U3R3, R1R3, or R2R3 indicating the link property degree of freedom considered. Field: Frequency Field is Imported: Yes Format: Frequency (Time-Related section of form) Units: Cyc/sec The frequency at which the specified stiffness and damping apply. Table: Link Frequency Dependent Properties 02 - Details Field: GUID Page 704 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: TransK Field is Imported: Yes Format: Translational Stiffness (Stiffness section of form) Units: Force/Length The link property stiffness (real part of the complex impedance) for the specified translational or coupled translational degree of freedom at the specified frequency. This item only applies when the DOF item is U1, U2, U3, U1U2, U1U3 or U2U3. Field: RotK Field is Imported: Yes Format: Rotational Stiffness (Stiffness section of form) Units: Force-Length/rad The link property stiffness (real part of the complex impedance) for the specified rotational or coupled rotational degree of freedom at the specified frequency. This item only applies when the DOF item is R1, R2, R3, R1R2, R1R3 or R2R3. Field: TransRotK Field is Imported: Yes Format: TransRot Coupled Stiff (Stiffness section of form) Units: Force/rad The link property stiffness (real part of the complex impedance) for the specified coupled translational-rotational degree of freedom at the specified frequency. This item only applies when the DOF item is U1R1, U2R1, U3R1, U1R2, U2R2, U3R2, U1R3, U2R3 OR U3R3. Field: TransC Field is Imported: Yes Format: Translational Stiffness (Stiffness section of form) Units: Force/Length The link property damping (imaginary part of the complex impedance) for the specified translational or coupled translational degree of freedom at the specified frequency. This item only applies when the DOF item is U1, U2, U3, U1U2, U1U3 or U2U3. Field: RotC Field is Imported: Yes Format: Rotational Stiffness (Stiffness section of form) Units: Force-Length/rad The link property damping (imaginary part of the complex impedance) for the specified rotational or coupled rotational degree of freedom at the specified frequency. This item only applies when the DOF item is R1, R2, R3, R1R2, R1R3 or R2R3. Table: Link Frequency Dependent Properties 02 - Details Field: TransK Page 705 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: TransRotC Field is Imported: Yes Format: TransRot Coupled Stiff (Stiffness section of form) Units: Force/rad The link property damping (imaginary part of the complex impedance) for the specified coupled translational-rotational degree of freedom at the specified frequency. This item only applies when the DOF item is U1R1, U2R1, U3R1, U1R2, U2R2, U3R2, U1R3, U2R3 OR U3R3. Table: Link Loads - Deformation Field: Link Field is Imported: Yes Format: Controlled by program Units: Text Label of a Link object. Field: LoadPat Field is Imported: Yes Format: Controlled by program Units: Text Label of the load pattern to which the specified load applies. Field: IncludeU1 Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if a deformation is specified for the U1 degree of freedom. Otherwise it is No. Field: IncludeU2 Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if a deformation is specified for the U2 degree of freedom. Otherwise it is No. Table: Link Loads - Deformation Field: TransRotC Page 706 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: IncludeU3 Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if a deformation is specified for the U3 degree of freedom. Otherwise it is No. Field: IncludeR1 Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if a deformation is specified for the R1 degree of freedom. Otherwise it is No. Field: IncludeR2 Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if a deformation is specified for the R2 degree of freedom. Otherwise it is No. Field: IncludeR3 Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if a deformation is specified for the R3 degree of freedom. Otherwise it is No. Field: U1 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length This item is the deformation specified for the U1 degree of freedom. Field: U2 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length This item is the deformation specified for the U2 degree of freedom. Table: Link Loads - Deformation Field: IncludeU3 Page 707 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: U3 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length This item is the deformation specified for the U3 degree of freedom. Field: R1 Field is Imported: Yes Format: Controlled by program Units: Unitless This item is the deformation specified for the R1 degree of freedom. Field: R2 Field is Imported: Yes Format: Controlled by program Units: Unitless This item is the deformation specified for the R2 degree of freedom. Field: R3 Field is Imported: Yes Format: Controlled by program Units: Unitless This item is the deformation specified for the R3 degree of freedom. Table: Link Loads - Gravity Field: Link Field is Imported: Yes Format: Controlled by program Units: Text Label of a Link object. Field: LoadPat Field is Imported: Yes Format: Controlled by program Units: Text Label of the load pattern to which the specified load applies. Table: Link Loads - Gravity Field: U3 Page 708 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: CoordSys Field is Imported: Yes Format: Controlled by program Units: Text Label of the coordinate system in which the gravity loads are defined. Field: MultiplierX Field is Imported: Yes Format: Controlled by program Units: Unitless The applied gravity load in the X-direction of the specified coordinate system is equal to the self weight of the object times the MultiplierX scale factor. Field: MultiplierY Field is Imported: Yes Format: Controlled by program Units: Unitless The applied gravity load in the Y-direction of the specified coordinate system is equal to the self weight of the object times the MultiplierY scale factor. Field: MultiplierZ Field is Imported: Yes Format: Controlled by program Units: Unitless The applied gravity load in the Z-direction of the specified coordinate system is equal to the self weight of the object times the MultiplierZ scale factor. Table: Link Loads - Target Force Field: Link Field is Imported: Yes Format: Controlled by program Units: Text Label of a Link object. Field: LoadPat Field is Imported: Yes Format: Controlled by program Units: Text Label of the load pattern to which the specified load applies. Table: Link Loads - Target Force Field: CoordSys Page 709 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: IncludeP Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if a target force is specified for the P degree of freedom. Otherwise it is No. Field: IncludeV2 Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if a target force is specified for the V2 degree of freedom. Otherwise it is No. Field: IncludeV3 Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if a target force is specified for the V3 degree of freedom. Otherwise it is No. Field: IncludeT Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if a target force is specified for the T degree of freedom. Otherwise it is No. Field: IncludeM2 Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if a target force is specified for the M2 degree of freedom. Otherwise it is No. Field: IncludeM3 Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if a target force is specified for the M3 degree of freedom. Otherwise it is No. Table: Link Loads - Target Force Field: IncludeP Page 710 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: P Field is Imported: Yes Format: Force (Forces section of form) Units: Force This item is the target force specified for the P degree of freedom. Field: V2 Field is Imported: Yes Format: Force (Forces section of form) Units: Force This item is the target force specified for the V2 degree of freedom. Field: V3 Field is Imported: Yes Format: Force (Forces section of form) Units: Force This item is the target force specified for the V3 degree of freedom. Field: T Field is Imported: Yes Format: Moment (Forces section of form) Units: Force-Length This item is the target force specified for the T degree of freedom. Field: M2 Field is Imported: Yes Format: Moment (Forces section of form) Units: Force-Length This item is the target force specified for the M2 degree of freedom. Field: M3 Field is Imported: Yes Format: Moment (Forces section of form) Units: Force-Length This item is the target force specified for the M3 degree of freedom. Field: RelLocP Field is Imported: Yes Format: Controlled by program Units: Unitless This item is the relative distance along the object where the target force specified for the P degree of freedom is located. Table: Link Loads - Target Force Field: P Page 711 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: RelLocV2 Field is Imported: Yes Format: Controlled by program Units: Unitless This item is the relative distance along the object where the target force specified for the V2 degree of freedom is located. Field: RelLocV3 Field is Imported: Yes Format: Controlled by program Units: Unitless This item is the relative distance along the object where the target force specified for the V3 degree of freedom is located. Field: RelLocT Field is Imported: Yes Format: Controlled by program Units: Unitless This item is the relative distance along the object where the target force specified for the T degree of freedom is located. Field: RelLocM2 Field is Imported: Yes Format: Controlled by program Units: Unitless This item is the relative distance along the object where the target force specified for the M2 degree of freedom is located. Field: RelLocM3 Field is Imported: Yes Format: Controlled by program Units: Unitless This item is the relative distance along the object where the target force specified for the M3 degree of freedom is located. Table: Link Loads - Target Force Field: RelLocV2 Page 712 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Link Local Axes Assignments 1 - Typical Field: Link Field is Imported: Yes Format: Controlled by program Units: Text Name of the link object. Field: Angle Field is Imported: Yes Format: Angles (Structure Dimensions section of form) Units: Degrees The angle that the local 2 and 3 axes are rotated about the positive local 1 axis, from the default orientation or from the orientation determined by the plane reference vector (and if it is a single-joint link object, the axis reference vector). The rotation for a positive angle appears counterclockwise when the local +1 axis is pointing toward you. Field: AdvanceAxes Field is Imported: No Format: Controlled by program Units: Yes/No This item is Yes if an advanced method is used to define the local axes reference vectors for the link. Otherwise it is No meaning that the default reference vectors are used. Default means that the local 1-axis for two-joint link objects goes from the I-end to the J-end of the object and the local 1-axis for single-joint link objects is in the global +Z direction. The local 2-axis direction is specified by an angle measured from the global +Z axis (or from the global +X axis if the object local 1-axis is parallel to the global +Z axis). The rotation for a positive angle appears counterclockwise when the local +1 axis is pointing toward you. Advanced means that the local axes are defined with respect to user-defined reference vectors. Table: Link Local Axes Assignments 2 - Advanced Field: Link Field is Imported: Yes Format: Controlled by program Units: Text Name of the link object. Table: Link Local Axes Assignments 1 - Typical Field: Link Page 713 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: LocalPlane Field is Imported: Yes Format: Controlled by program Units: Text This item indicates the local plane that is to be determined by the plane reference vector. It is either 12 or 13, indicating the 1-2 or the 1-3 plane, respectively. Field: AxOption1 Field is Imported: Yes Format: Controlled by program Units: Text This is either Coord Dir, Two Joints or User Vector indicating the first method used to determine the axial reference vector. Field: AxCoordSys Field is Imported: Yes Format: Controlled by program Units: Text The coordinate system used to define the axial reference vector coordinate direction and the axial user vector. Field: AxCoordDir Field is Imported: Yes Format: Controlled by program Units: Text Axial coordinate direction taken at the link center in the specified coordinate system and used to define the axis reference vector. It may be one of +X, +Y, +Z, +CR, +CA, +CZ, +SB, +SA, +SR, -X, -Y, -Z, -CR, -CA, -CZ, -SB, -SA, -SR. This item is only applicable to single-joint link objects. Field: AxVecJt1 Field is Imported: Yes Format: Controlled by program Units: Text AxVecJt1 and AxVecJt2 are the labels of two joints that define the axis reference vector for single joint link objects. If one of these items is reported as None then it means the link object center. If both items are reported as None then this option is not used to define the axis reference vector. These items do not apply to two-joint link objects. Table: Link Local Axes Assignments 2 - Advanced Field: LocalPlane Page 714 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: AxVecJt2 Field is Imported: Yes Format: Controlled by program Units: Text AxVecJt1 and AxVecJt2 are the labels of two joints that define the axis reference vector for single joint link objects. If one of these items is reported as None then it means the link object center. If both items are reported as None then this option is not used to define the axis reference vector. These items do not apply to two-joint link objects. Field: PlOption1 Field is Imported: Yes Format: Controlled by program Units: Text This is either Coord Dir, Two Joints or User Vector indicating the first method used to determine the plane reference vector. Field: PlCoordSys Field is Imported: Yes Format: Controlled by program Units: Text The coordinate system used to define the plane reference vector coordinate directions and the plane user vector. Field: CoordDir1 Field is Imported: Yes Format: Controlled by program Units: Text The primary coordinate direction taken at the object center in the specified coordinate system. It is used to determine the reference vector. It may be one of +X, +Y, +Z, +CR, +CA, +CZ, +SB, +SA, +SR, -X, -Y, -Z, -CR, -CA, -CZ, -SB, -SA, -SR. Field: CoordDir2 Field is Imported: Yes Format: Controlled by program Units: Text The secondary coordinate direction taken at the object center in the specified coordinate system. It is used to determine the reference vector. It may be one of +X, +Y, +Z, +CR, +CA, +CZ, +SB, +SA, +SR, -X, -Y, -Z, -CR, -CA, -CZ, -SB, -SA, -SR. Table: Link Local Axes Assignments 2 - Advanced Field: AxVecJt2 Page 715 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: PlVecJt1 Field is Imported: Yes Format: Controlled by program Units: Text PlVecJt1 and PlVecJt2 are the labels of two joints that define the plane reference vector. Either of these joints may be specified as None to indicate the center of the specified object. If both PlVecJt1 and PlVecJt2 are specified as None then they are not used to define the plane reference vector. Field: PlVecJt2 Field is Imported: Yes Format: Controlled by program Units: Text PlVecJt1 and PlVecJt2 are the labels of two joints that define the plane reference vector. Either of these joints may be specified as None to indicate the center of the specified object. If both PlVecJt1 and PlVecJt2 are specified as None then they are not used to define the plane reference vector. Field: AxVecX Field is Imported: Yes Format: Controlled by program Units: Unitless The X direction component of the axis reference vector in the coordinate system defined by the CoordSys item. Field: AxVecY Field is Imported: Yes Format: Controlled by program Units: Unitless The Y direction component of the axis reference vector in the coordinate system defined by the CoordSys item. Field: AxVecZ Field is Imported: Yes Format: Controlled by program Units: Unitless The Z direction component of the axis reference vector in the coordinate system defined by the CoordSys item. Table: Link Local Axes Assignments 2 - Advanced Field: PlVecJt1 Page 716 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: PlVecX Field is Imported: Yes Format: Controlled by program Units: Unitless The X direction component of the plane reference vector in the coordinate system defined by the CoordSys item. Field: PlVecY Field is Imported: Yes Format: Controlled by program Units: Unitless The Y direction component of the plane reference vector in the coordinate system defined by the CoordSys item. Field: PlVecZ Field is Imported: Yes Format: Controlled by program Units: Unitless The Z direction component of the plane reference vector in the coordinate system defined by the CoordSys item. Table: Link Property Assignments Field: Link Field is Imported: Yes Format: Controlled by program Units: Text Label of a Link object. Field: LinkType Field is Imported: No Format: Controlled by program Units: Text This is either Linear, MultiLinear Elastic, MultiLinear Plastic, Gap, Hook, Damper, Plastic (Wen), Rubber Isolator, Friction Isolator, or T/C Friction Isolator indicating the type of link object. Table: Link Property Assignments Field: PlVecX Page 717 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: LinkJoints Field is Imported: No Format: Controlled by program Units: Text This is either SingleJoint or TwoJoint indicating the type of link object. Field: LinkProp Field is Imported: Yes Format: Controlled by program Units: Text The name of a link property. Field: LinkFDProp Field is Imported: Yes Format: Controlled by program Units: Text This item is either None or the name of a frequency-dependent link property. Table: Link Property Definitions 01 - General Field: Link Field is Imported: Yes Format: Controlled by program Units: Text The name of a link property. Field: LinkType Field is Imported: Yes Format: Controlled by program Units: Text This is either Linear, MultiLinear Elastic, MultiLinear Plastic, Gap, Hook, Damper, Plastic (Wen), Rubber Isolator, Friction Isolator, or T/C Friction Isolator indicating the type of link object. Field: Mass Field is Imported: Yes Format: Mass (Mass and Weight section of form) Units: Force-Sec2/Length Mass assigned to this link property. Table: Link Property Definitions 01 - General Field: LinkJoints Page 718 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Weight Field is Imported: Yes Format: Weight (Mass and Weight section of form) Units: Force Weight assigned to this link property. Field: RotInert1 Field is Imported: Yes Format: Rotational Inertia (Mass and Weight section of form) Units: Force-Length-Sec2 Rotational mass moment of inertia about the link local 1-axis assigned to the associated link property. Field: RotInert2 Field is Imported: Yes Format: Rotational Inertia (Mass and Weight section of form) Units: Force-Length-Sec2 Rotational mass moment of inertia about the link local 2-axis assigned to the associated link property. Field: RotInert3 Field is Imported: Yes Format: Rotational Inertia (Mass and Weight section of form) Units: Force-Length-Sec2 Rotational mass moment of inertia about the link local 3-axis assigned to the associated link property. Field: DefLength Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The link property is defined for this length when it is used in a line spring. Field: DefArea Field is Imported: Yes Format: Area (Section Dimensions section of form) Units: Length2 The link property is defined for this area when it is used in an area or solid spring. Table: Link Property Definitions 01 - General Field: Weight Page 719 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: PDM2I Field is Imported: Yes Format: Controlled by program Units: Unitless P-Delta factor for moment at the I-end of the link about the link local 2-axis. This is the fraction of the P-Delta moment about the local 2-axis that is resisted as moment at the I-end of the link. Note that the P-Delta moment can be resisted by moment at the I-End, moment at the J-End, and a shear couple where the shears are applied at the I and J ends. PDM2I and PDM2J are the fractions of the P-Delta moment about the local 2-axis that is resisted as moment at the ends of the link. The remainder of the P-Delta moment about the local 2-axis is taken as a shear couple. Similarly, PDM3I and PDM3J are the fractions of the P-Delta moment about the local 3-axis that is resisted as moment at the ends of the link. The remainder of the P-Delta moment about the local 3-axis is taken as a shear couple. Field: PDM2J Field is Imported: Yes Format: Controlled by program Units: Unitless P-Delta factor for moment at the J-end of the link about the link local 2-axis. This is the fraction of the P-Delta moment about the local 2-axis that is resisted as moment at the J-end of the link. Note that the P-Delta moment can be resisted by moment at the I-End, moment at the J-End, and a shear couple where the shears are applied at the I and J ends. PDM2I and PDM2J are the fractions of the P-Delta moment about the local 2-axis that is resisted as moment at the ends of the link. The remainder of the P-Delta moment about the local 2-axis is taken as a shear couple. Similarly, PDM3I and PDM3J are the fractions of the P-Delta moment about the local 3-axis that is resisted as moment at the ends of the link. The remainder of the P-Delta moment about the local 3-axis is taken as a shear couple. Field: PDM3I Field is Imported: Yes Format: Controlled by program Units: Unitless P-Delta factor for moment at the I-end of the link about the link local 3-axis. This is the fraction of the P-Delta moment about the local 3-axis that is resisted as moment at the I-end of the link. Note that the P-Delta moment can be resisted by moment at the I-End, moment at the J-End, and a shear couple where the shears are applied at the I and J ends. PDM2I and PDM2J are the fractions of the P-Delta moment about the local 2-axis that is resisted as Table: Link Property Definitions 01 - General Field: PDM2I Page 720 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation moment at the ends of the link. The remainder of the P-Delta moment about the local 2-axis is taken as a shear couple. Similarly, PDM3I and PDM3J are the fractions of the P-Delta moment about the local 3-axis that is resisted as moment at the ends of the link. The remainder of the P-Delta moment about the local 3-axis is taken as a shear couple. Field: PDM3J Field is Imported: Yes Format: Controlled by program Units: Unitless P-Delta factor for moment at the J-end of the link about the link local 3-axis. This is the fraction of the P-Delta moment about the local 3-axis that is resisted as moment at the J-end of the link. Note that the P-Delta moment can be resisted by moment at the I-End, moment at the J-End, and a shear couple where the shears are applied at the I and J ends. PDM2I and PDM2J are the fractions of the P-Delta moment about the local 2-axis that is resisted as moment at the ends of the link. The remainder of the P-Delta moment about the local 2-axis is taken as a shear couple. Similarly, PDM3I and PDM3J are the fractions of the P-Delta moment about the local 3-axis that is resisted as moment at the ends of the link. The remainder of the P-Delta moment about the local 3-axis is taken as a shear couple. Field: Color Field is Imported: Yes Format: Controlled by program Units: Text This is either a defined color or an integer representation of the color associated with the property. The possible defined colors are Black, Red, Orange, Yellow, Green, Cyan, Blue, Magenta, White, Dark Red, Dark Yellow, Dark Green, Dark Cyan, Dark Blue, Dark Magenta, Gray1, Gray2, Gray3, Gray4, Gray5, Gray6, Gray7 and Gray8. Gray1 is a light gray and Gray8 is a dark gray. Field: GUID Field is Imported: Yes Format: Controlled by program Units: Text The global unique identifier (GUID) for the specified link property. Table: Link Property Definitions 01 - General Field: PDM3J Page 721 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Notes Field is Imported: Yes Format: Controlled by program Units: Text User notes for the specified link property. Table: Link Property Definitions 02 - Linear Field: Link Field is Imported: Yes Format: Controlled by program Units: Text The name of a link property. Field: DOF Field is Imported: Yes Format: Controlled by program Units: Text This is either U1, U2, U3, R1, R2, R3, U1U2, U1U3, U1R1, U1R2, U1R3, U2U3, U2R1, U2R2, U2R3, U3R1, U3R2, U3R3, R1R2, R1R3, or R2R3. The U1U2, U1U3, U1R1, U1R2, U1R3, U2U3, U2R1, U2R2, U2R3, U3R1, U3R2, U3R3, R1R2, R1R3, and R2R3 terms only apply if the properties are coupled. Field: Fixed Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the link property DOF is fixed (restrained). It is no if the link property DOF is not fixed, that is, it is free to move. Field: TransKE Field is Imported: Yes Format: Translational Stiffness (Stiffness section of form) Units: Force/Length The effective stiffness of the link for a translational degree of freedom. This stiffness is used for all linear load cases including modal load cases. Table: Link Property Definitions 02 - Linear Field: Notes Page 722 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: RotKE Field is Imported: Yes Format: Rotational Stiffness (Stiffness section of form) Units: Force-Length/rad The effective stiffness of the link for a rotational degree of freedom. This stiffness is used for all linear load cases including modal load cases. Field: TransRotKE Field is Imported: Yes Format: TransRot Coupled Stiff (Stiffness section of form) Units: Force/rad The effective stiffness of the link for a coupled translational-rotational degree of freedom. Field: TransCE Field is Imported: Yes Format: Eff Damping - Trans (Damping Items section of form) Units: Force-s/Length The effective damping of the link for a translational degree of freedom. This damping is used for all linear load cases including modal analysis cases. The specified effective damping is converted to modal damping for these linear load cases. Field: RotCE Field is Imported: Yes Format: Eff Damping - Rot (Damping Items section of form) Units: Force-Length-s/rad The effective damping of the link for a rotational degree of freedom. This damping is used for all linear load cases including modal analysis cases. The specified effective damping is converted to modal damping for these linear load cases. Field: TransRotCE Field is Imported: Yes Format: Eff Damping - Coupled (Damping Items section of form) Units: Force-s/rad The effective damping of the link for a coupled translational-rotational degree of freedom. Field: DJ Field is Imported: Yes Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance from the J-End of the link to the shear spring. This item only applies to the U2 and U3 (shear) degrees of freedom. Table: Link Property Definitions 02 - Linear Field: RotKE Page 723 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Link Property Definitions 03 - MultiLinear Field: Link Field is Imported: Yes Format: Controlled by program Units: Text The name of a link property. Field: DOF Field is Imported: Yes Format: Controlled by program Units: Text This may be either U1, U2, U3, R1, R2 or R3 indicating the link property degree of freedom considered. Field: Fixed Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the link property DOF is fixed (restrained). It is no if the link property DOF is not fixed, that is, it is free to move. Field: NonLinear Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the link property DOF is nonlinear. It is no if the link property DOF is not nonlinear, that is, it is linear. Field: TransKE Field is Imported: Yes Format: Translational Stiffness (Stiffness section of form) Units: Force/Length The effective stiffness of the link for a translational degree of freedom. This stiffness is used for all linear load cases including modal load cases. Field: RotKE Field is Imported: Yes Format: Rotational Stiffness (Stiffness section of form) Units: Force-Length/rad The effective stiffness of the link for a rotational degree of freedom. This stiffness is used for all linear load cases including modal load cases. Table: Link Property Definitions 03 - MultiLinear Field: Link Page 724 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: TransCE Field is Imported: Yes Format: Eff Damping - Trans (Damping Items section of form) Units: Force-s/Length The effective damping of the link for a translational degree of freedom. This damping is used for all linear load cases including modal analysis cases. The specified effective damping is converted to modal damping for these linear load cases. Field: RotCE Field is Imported: Yes Format: Eff Damping - Rot (Damping Items section of form) Units: Force-Length-s/rad The effective damping of the link for a rotational degree of freedom. This damping is used for all linear load cases including modal analysis cases. The specified effective damping is converted to modal damping for these linear load cases. Field: DJ Field is Imported: Yes Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance from the J-End of the link to the shear spring. This item only applies to the U2 and U3 (shear) degrees of freedom. Field: Point Field is Imported: No Format: Controlled by program Units: Text Designation of a point on the multilinear force-deformation curve. Field: Force Field is Imported: Yes Format: Force (Forces section of form) Units: Force The force at the specified point on the multilinear force-deformation curve. This item only applies to translational degrees of freedom (U1, U2 and U3). Field: Displ Field is Imported: Yes Format: Translational Displ (Displacements section of form) Units: Length The displacement at the specified point on the multilinear force-deformation curve. This item only applies to translational degrees of freedom (U1, U2 and U3). Table: Link Property Definitions 03 - MultiLinear Field: TransCE Page 725 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Moment Field is Imported: Yes Format: Moment (Forces section of form) Units: Force-Length The moment at the specified point on the multilinear force-deformation curve. This item only applies to rotational degrees of freedom (R1, R2 and R3). Field: Rotation Field is Imported: Yes Format: Rotational Displ (Displacements section of form) Units: Radians The rotation at the specified point on the multilinear force-deformation curve. This item only applies to rotational degrees of freedom (R1, R2 and R3). Table: Link Property Definitions 04 - Damper Field: Link Field is Imported: Yes Format: Controlled by program Units: Text The name of a link property. Field: DOF Field is Imported: Yes Format: Controlled by program Units: Text This may be either U1, U2, U3, R1, R2 or R3 indicating the link property degree of freedom considered. Field: Fixed Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the link property DOF is fixed (restrained). It is no if the link property DOF is not fixed, that is, it is free to move. Table: Link Property Definitions 04 - Damper Field: Moment Page 726 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: NonLinear Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the link property DOF is nonlinear. It is no if the link property DOF is not nonlinear, that is, it is linear. Field: TransKE Field is Imported: Yes Format: Translational Stiffness (Stiffness section of form) Units: Force/Length The effective stiffness of the link for a translational degree of freedom. This stiffness is used for all linear load cases including modal load cases. Field: RotKE Field is Imported: Yes Format: Rotational Stiffness (Stiffness section of form) Units: Force-Length/rad The effective stiffness of the link for a rotational degree of freedom. This stiffness is used for all linear load cases including modal load cases. Field: TransCE Field is Imported: Yes Format: Eff Damping - Trans (Damping Items section of form) Units: Force-s/Length The effective damping of the link for a translational degree of freedom. This damping is used for all linear load cases including modal analysis cases. The specified effective damping is converted to modal damping for these linear load cases. Field: RotCE Field is Imported: Yes Format: Eff Damping - Rot (Damping Items section of form) Units: Force-Length-s/rad The effective damping of the link for a rotational degree of freedom. This damping is used for all linear load cases including modal analysis cases. The specified effective damping is converted to modal damping for these linear load cases. Field: DJ Field is Imported: Yes Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance from the J-End of the link to the shear spring. This item only applies to the U2 and U3 (shear) degrees of freedom. Table: Link Property Definitions 04 - Damper Field: NonLinear Page 727 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: TransK Field is Imported: Yes Format: Translational Stiffness (Stiffness section of form) Units: Force/Length The initial stiffness of a translational degree of freedom of the link. This item is used for nonlinear load cases only. Field: RotK Field is Imported: Yes Format: Rotational Stiffness (Stiffness section of form) Units: Force-Length/rad The initial stiffness of a rotational degree of freedom of the link. This item is used for nonlinear load cases only. Field: TransC Field is Imported: Yes Format: NL Damping - Trans (Damping Items section of form) Units: Force*(s/Length)^Cexp The nonlinear damping coefficient used for translational degrees of freedom. This item is used for nonlinear load cases only. Field: RotC Field is Imported: Yes Format: NL Damping - Rot (Damping Items section of form) Units: Force-Length*(s/rad)^Cexp The nonlinear damping coefficient used for rotational degrees of freedom. This item is used for nonlinear load cases only. Field: CExp Field is Imported: Yes Format: Controlled by program Units: Unitless The nonlinear damping exponent that is applied to the velocity across the damper in the equation of motion. This item is used for nonlinear load cases only. Table: Link Property Definitions 04 - Damper Field: TransK Page 728 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Link Property Definitions 05 - Gap Field: Link Field is Imported: Yes Format: Controlled by program Units: Text The name of a link property. Field: DOF Field is Imported: Yes Format: Controlled by program Units: Text This may be either U1, U2, U3, R1, R2 or R3 indicating the link property degree of freedom considered. Field: Fixed Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the link property DOF is fixed (restrained). It is no if the link property DOF is not fixed, that is, it is free to move. Field: NonLinear Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the link property DOF is nonlinear. It is no if the link property DOF is not nonlinear, that is, it is linear. Field: TransKE Field is Imported: Yes Format: Translational Stiffness (Stiffness section of form) Units: Force/Length The effective stiffness of the link for a translational degree of freedom. This stiffness is used for all linear load cases including modal load cases. Field: RotKE Field is Imported: Yes Format: Rotational Stiffness (Stiffness section of form) Units: Force-Length/rad The effective stiffness of the link for a rotational degree of freedom. This stiffness is used for all linear load cases including modal load cases. Table: Link Property Definitions 05 - Gap Field: Link Page 729 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: TransCE Field is Imported: Yes Format: Eff Damping - Trans (Damping Items section of form) Units: Force-s/Length The effective damping of the link for a translational degree of freedom. This damping is used for all linear load cases including modal analysis cases. The specified effective damping is converted to modal damping for these linear load cases. Field: RotCE Field is Imported: Yes Format: Eff Damping - Rot (Damping Items section of form) Units: Force-Length-s/rad The effective damping of the link for a rotational degree of freedom. This damping is used for all linear load cases including modal analysis cases. The specified effective damping is converted to modal damping for these linear load cases. Field: DJ Field is Imported: Yes Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance from the J-End of the link to the shear spring. This item only applies to the U2 and U3 (shear) degrees of freedom. Field: TransK Field is Imported: Yes Format: Translational Stiffness (Stiffness section of form) Units: Force/Length The initial stiffness of a translational degree of freedom of the link. This item is used for nonlinear load cases only. Field: RotK Field is Imported: Yes Format: Rotational Stiffness (Stiffness section of form) Units: Force-Length/rad The initial stiffness of a rotational degree of freedom of the link. This item is used for nonlinear load cases only. Field: TransOpen Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The initial gap opening for a translational degree of freedom. Table: Link Property Definitions 05 - Gap Field: TransCE Page 730 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: RotOpen Field is Imported: Yes Format: Rotational Displ (Displacements section of form) Units: Radians The initial gap opening for a rotational degree of freedom. Table: Link Property Definitions 06 - Hook Field: Link Field is Imported: Yes Format: Controlled by program Units: Text The name of a link property. Field: DOF Field is Imported: Yes Format: Controlled by program Units: Text This may be either U1, U2, U3, R1, R2 or R3 indicating the link property degree of freedom considered. Field: Fixed Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the link property DOF is fixed (restrained). It is no if the link property DOF is not fixed, that is, it is free to move. Field: NonLinear Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the link property DOF is nonlinear. It is no if the link property DOF is not nonlinear, that is, it is linear. Field: TransKE Field is Imported: Yes Format: Translational Stiffness (Stiffness section of form) Units: Force/Length The effective stiffness of the link for a translational degree of freedom. This stiffness is used for all linear load cases including modal load cases. Table: Link Property Definitions 06 - Hook Field: RotOpen Page 731 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: RotKE Field is Imported: Yes Format: Rotational Stiffness (Stiffness section of form) Units: Force-Length/rad The effective stiffness of the link for a rotational degree of freedom. This stiffness is used for all linear load cases including modal load cases. Field: TransCE Field is Imported: Yes Format: Eff Damping - Trans (Damping Items section of form) Units: Force-s/Length The effective damping of the link for a translational degree of freedom. This damping is used for all linear load cases including modal analysis cases. The specified effective damping is converted to modal damping for these linear load cases. Field: RotCE Field is Imported: Yes Format: Eff Damping - Rot (Damping Items section of form) Units: Force-Length-s/rad The effective damping of the link for a rotational degree of freedom. This damping is used for all linear load cases including modal analysis cases. The specified effective damping is converted to modal damping for these linear load cases. Field: DJ Field is Imported: Yes Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance from the J-End of the link to the shear spring. This item only applies to the U2 and U3 (shear) degrees of freedom. Field: TransK Field is Imported: Yes Format: Translational Stiffness (Stiffness section of form) Units: Force/Length The initial stiffness of a translational degree of freedom of the link. This item is used for nonlinear load cases only. Field: RotK Field is Imported: Yes Format: Rotational Stiffness (Stiffness section of form) Units: Force-Length/rad The initial stiffness of a rotational degree of freedom of the link. This item is used for nonlinear load cases only. Table: Link Property Definitions 06 - Hook Field: RotKE Page 732 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: TransOpen Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The initial hook opening for a translational degree of freedom. Field: RotOpen Field is Imported: Yes Format: Rotational Displ (Displacements section of form) Units: Radians The initial hook opening for a rotational degree of freedom. Table: Link Property Definitions 07 - Rubber Isolator Field: Link Field is Imported: Yes Format: Controlled by program Units: Text The name of a link property. Field: DOF Field is Imported: Yes Format: Controlled by program Units: Text This may be either U1, U2, U3, R1, R2 or R3 indicating the link property degree of freedom considered. Field: Fixed Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the link property DOF is fixed (restrained). It is no if the link property DOF is not fixed, that is, it is free to move. Field: NonLinear Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the link property DOF is nonlinear. It is no if the link property DOF is not nonlinear, that is, it is linear. Table: Link Property Definitions 07 - Rubber Isolator Field: TransOpen Page 733 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: TransKE Field is Imported: Yes Format: Translational Stiffness (Stiffness section of form) Units: Force/Length The effective stiffness of the link for a translational degree of freedom. This stiffness is used for all linear load cases including modal load cases. Field: RotKE Field is Imported: Yes Format: Rotational Stiffness (Stiffness section of form) Units: Force-Length/rad The effective stiffness of the link for a rotational degree of freedom. This stiffness is used for all linear load cases including modal load cases. Field: TransCE Field is Imported: Yes Format: Eff Damping - Trans (Damping Items section of form) Units: Force-s/Length The effective damping of the link for a translational degree of freedom. This damping is used for all linear load cases including modal analysis cases. The specified effective damping is converted to modal damping for these linear load cases. Field: RotCE Field is Imported: Yes Format: Eff Damping - Rot (Damping Items section of form) Units: Force-Length-s/rad The effective damping of the link for a rotational degree of freedom. This damping is used for all linear load cases including modal analysis cases. The specified effective damping is converted to modal damping for these linear load cases. Field: DJ Field is Imported: Yes Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance from the J-End of the link to the shear spring. This item only applies to the U2 and U3 (shear) degrees of freedom. Field: TransK Field is Imported: Yes Format: Translational Stiffness (Stiffness section of form) Units: Force/Length The initial stiffness of a translational degree of freedom of the link. This item is used for nonlinear load cases only. Table: Link Property Definitions 07 - Rubber Isolator Field: TransKE Page 734 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: TransYield Field is Imported: Yes Format: Force (Forces section of form) Units: Force The yield force for the link. This item applies to translational degrees of freedom. Field: Ratio Field is Imported: Yes Format: Controlled by program Units: Unitless The ratio of the post-yield stiffness divided by the initial stiffness. Table: Link Property Definitions 08 - Sliding Isolator Field: Link Field is Imported: Yes Format: Controlled by program Units: Text The name of a link property. Field: DOF Field is Imported: Yes Format: Controlled by program Units: Text This may be either U1, U2, U3, R1, R2 or R3 indicating the link property degree of freedom considered. Field: Fixed Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the link property DOF is fixed (restrained). It is no if the link property DOF is not fixed, that is, it is free to move. Field: NonLinear Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the link property DOF is nonlinear. It is no if the link property DOF is not nonlinear, that is, it is linear. Table: Link Property Definitions 08 - Sliding Isolator Field: TransYield Page 735 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: TransKE Field is Imported: Yes Format: Translational Stiffness (Stiffness section of form) Units: Force/Length The effective stiffness of the link for a translational degree of freedom. This stiffness is used for all linear load cases including modal load cases. Field: RotKE Field is Imported: Yes Format: Rotational Stiffness (Stiffness section of form) Units: Force-Length/rad The effective stiffness of the link for a rotational degree of freedom. This stiffness is used for all linear load cases including modal load cases. Field: TransCE Field is Imported: Yes Format: Eff Damping - Trans (Damping Items section of form) Units: Force-s/Length The effective damping of the link for a translational degree of freedom. This damping is used for all linear load cases including modal analysis cases. The specified effective damping is converted to modal damping for these linear load cases. Field: RotCE Field is Imported: Yes Format: Eff Damping - Rot (Damping Items section of form) Units: Force-Length-s/rad The effective damping of the link for a rotational degree of freedom. This damping is used for all linear load cases including modal analysis cases. The specified effective damping is converted to modal damping for these linear load cases. Field: DJ Field is Imported: Yes Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance from the J-End of the link to the shear spring. This item only applies to the U2 and U3 (shear) degrees of freedom. Field: TransK Field is Imported: Yes Format: Translational Stiffness (Stiffness section of form) Units: Force/Length The initial stiffness of a translational degree of freedom of the link. This item is used for nonlinear load cases only. Table: Link Property Definitions 08 - Sliding Isolator Field: TransKE Page 736 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: TransC Field is Imported: Yes Format: NL Damping - Trans (Damping Items section of form) Units: Force*(s/Length)^Cexp The nonlinear damping coefficient used the axial translational degree of freedom. Note that the damping exponent (CExp) associated with this item is always equal to 1. This item is used for nonlinear load cases only. Field: Slow Field is Imported: Yes Format: Controlled by program Units: Unitless The friction coefficient at zero velocity. Field: Fast Field is Imported: Yes Format: Controlled by program Units: Unitless The friction coefficient at fast velocity. Field: Rate Field is Imported: Yes Format: Slider Rate (Miscellaneous section of form) Units: sec/Length The inverse of the characteristic sliding velocity. Field: Radius Field is Imported: Yes Format: Absolute Distance (Structure Dimensions section of form) Units: Length Radius of the sliding contact surface. Note that 0 means there is an infinite radius, that is, the slider is flat. Table: Link Property Definitions 09 - TC Sliding Isolator Field: Link Field is Imported: Yes Format: Controlled by program Units: Text The name of a link property. Table: Link Property Definitions 09 - TC Sliding Isolator Field: TransC Page 737 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: DOF Field is Imported: Yes Format: Controlled by program Units: Text This may be either U1, U2, U3, R1, R2 or R3 indicating the link property degree of freedom considered. Field: Fixed Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the link property DOF is fixed (restrained). It is no if the link property DOF is not fixed, that is, it is free to move. Field: NonLinear Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the link property DOF is nonlinear. It is no if the link property DOF is not nonlinear, that is, it is linear. Field: TransKE Field is Imported: Yes Format: Translational Stiffness (Stiffness section of form) Units: Force/Length The effective stiffness of the link for a translational degree of freedom. This stiffness is used for all linear load cases including modal load cases. Field: RotKE Field is Imported: Yes Format: Rotational Stiffness (Stiffness section of form) Units: Force-Length/rad The effective stiffness of the link for a rotational degree of freedom. This stiffness is used for all linear load cases including modal load cases. Field: TransCE Field is Imported: Yes Format: Eff Damping - Trans (Damping Items section of form) Units: Force-s/Length The effective damping of the link for a translational degree of freedom. This damping is used for all linear load cases including modal analysis cases. The specified effective damping is converted to modal damping for these linear load cases. Table: Link Property Definitions 09 - TC Sliding Isolator Field: DOF Page 738 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: RotCE Field is Imported: Yes Format: Eff Damping - Rot (Damping Items section of form) Units: Force-Length-s/rad The effective damping of the link for a rotational degree of freedom. This damping is used for all linear load cases including modal analysis cases. The specified effective damping is converted to modal damping for these linear load cases. Field: DJ Field is Imported: Yes Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance from the J-End of the link to the shear spring. This item only applies to the U2 and U3 (shear) degrees of freedom. Field: TransK Field is Imported: Yes Format: Translational Stiffness (Stiffness section of form) Units: Force/Length The initial stiffness of a translational degree of freedom of the link. For the axial degree of freedom this item specifies the compression stiffness. This item is used for nonlinear load cases only. Field: TransKTens Field is Imported: Yes Format: Translational Stiffness (Stiffness section of form) Units: Force/Length The initial stiffness of the translational axial degree of freedom of the link for tension. This item is used for nonlinear load cases only. Field: GapComp Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The initial gap opening, if any, for axial compression. This item is used for nonlinear load cases only. Field: GapTens Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The initial gap opening, if any, for axial tension. This item is used for nonlinear load cases only. Table: Link Property Definitions 09 - TC Sliding Isolator Field: RotCE Page 739 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: TransC Field is Imported: Yes Format: NL Damping - Trans (Damping Items section of form) Units: Force*(s/Length)^Cexp The nonlinear damping coefficient used for the axial translational degree of freedom. Note that the damping exponent (CExp) associated with this item is always equal to 1. This item is used for nonlinear load cases only. Field: SlowComp Field is Imported: Yes Format: Controlled by program Units: Unitless The friction coefficient at zero velocity for axial compression. Field: SlowTens Field is Imported: Yes Format: Controlled by program Units: Unitless The friction coefficient at zero velocity for axial tension. Field: FastComp Field is Imported: Yes Format: Controlled by program Units: Unitless The friction coefficient at fast velocity for axial compression. Field: FastTens Field is Imported: Yes Format: Controlled by program Units: Unitless The friction coefficient at fast velocity for axial tension. Field: RateComp Field is Imported: Yes Format: Slider Rate (Miscellaneous section of form) Units: sec/Length The inverse of the characteristic sliding velocity for axial compression. Table: Link Property Definitions 09 - TC Sliding Isolator Field: TransC Page 740 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: RateTens Field is Imported: Yes Format: Slider Rate (Miscellaneous section of form) Units: sec/Length The inverse of the characteristic sliding velocity for axial tension. Field: Radius Field is Imported: Yes Format: Absolute Distance (Structure Dimensions section of form) Units: Length Radius of the sliding contact surface. Note that 0 means there is an infinite radius, that is, the slider is flat. Table: Link Property Definitions 10 - Plastic (Wen) Field: Link Field is Imported: Yes Format: Controlled by program Units: Text The name of a link property. Field: DOF Field is Imported: Yes Format: Controlled by program Units: Text This may be either U1, U2, U3, R1, R2 or R3 indicating the link property degree of freedom considered. Field: Fixed Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the link property DOF is fixed (restrained). It is no if the link property DOF is not fixed, that is, it is free to move. Field: NonLinear Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the link property DOF is nonlinear. It is no if the link property DOF is not nonlinear, that is, it is linear. Table: Link Property Definitions 10 - Plastic (Wen) Field: RateTens Page 741 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: TransKE Field is Imported: Yes Format: Translational Stiffness (Stiffness section of form) Units: Force/Length The effective stiffness of the link for a translational degree of freedom. This stiffness is used for all linear load cases including modal load cases. Field: RotKE Field is Imported: Yes Format: Rotational Stiffness (Stiffness section of form) Units: Force-Length/rad The effective stiffness of the link for a rotational degree of freedom. This stiffness is used for all linear load cases including modal load cases. Field: TransCE Field is Imported: Yes Format: Eff Damping - Trans (Damping Items section of form) Units: Force-s/Length The effective damping of the link for a translational degree of freedom. This damping is used for all linear load cases including modal analysis cases. The specified effective damping is converted to modal damping for these linear load cases. Field: RotCE Field is Imported: Yes Format: Eff Damping - Rot (Damping Items section of form) Units: Force-Length-s/rad The effective damping of the link for a rotational degree of freedom. This damping is used for all linear load cases including modal analysis cases. The specified effective damping is converted to modal damping for these linear load cases. Field: DJ Field is Imported: Yes Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance from the J-End of the link to the shear spring. This item only applies to the U2 and U3 (shear) degrees of freedom. Field: TransK Field is Imported: Yes Format: Translational Stiffness (Stiffness section of form) Units: Force/Length The initial stiffness of a translational degree of freedom of the link. This item is used for nonlinear load cases only. Table: Link Property Definitions 10 - Plastic (Wen) Field: TransKE Page 742 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: RotK Field is Imported: Yes Format: Rotational Stiffness (Stiffness section of form) Units: Force-Length/rad The initial stiffness of a rotational degree of freedom of the link. This item is used for nonlinear load cases only. Field: TransYield Field is Imported: Yes Format: Force (Forces section of form) Units: Force The yield force for the link. This item applies to translational degrees of freedom. Field: RotYield Field is Imported: Yes Format: Moment (Forces section of form) Units: Force-Length The yield moment for the link. This item applies to rotational degrees of freedom. Field: Ratio Field is Imported: Yes Format: Controlled by program Units: Unitless The ratio of the post-yield stiffness divided by the initial stiffness. Field: YieldExp Field is Imported: Yes Format: Controlled by program Units: Unitless The yielding exponent that controls the sharpness of the transition from the initial stiffness to the yielded stiffness. Table: Link Property Definitions 11 - Multilinear Plastic Field: Link Field is Imported: Yes Format: Controlled by program Units: Text The name of a link property. Table: Link Property Definitions 11 - Multilinear Plastic Field: RotK Page 743 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: DOF Field is Imported: Yes Format: Controlled by program Units: Text This may be either U1, U2, U3, R1, R2 or R3 indicating the link property degree of freedom considered. Field: Fixed Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the link degree of freedom is fixed; otherwise it is No. Field: NonLinear Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the link property is nonlinear. It is no if the link property is not nonlinear, that is, it is linear. Field: TransKE Field is Imported: Yes Format: Translational Stiffness (Stiffness section of form) Units: Force/Length The effective stiffness of the link for a translational degree of freedom. This stiffness is used for all linear load cases including modal load cases. Field: RotKE Field is Imported: Yes Format: Rotational Stiffness (Stiffness section of form) Units: Force-Length/rad The effective stiffness of the link for a rotational degree of freedom. This stiffness is used for all linear load cases including modal load cases. Field: TransCE Field is Imported: Yes Format: Eff Damping - Trans (Damping Items section of form) Units: Force-s/Length The effective damping of the link for a translational degree of freedom. This damping is used for all linear load cases including modal analysis cases. The specified effective damping is converted to modal damping for these linear load cases. Table: Link Property Definitions 11 - Multilinear Plastic Field: DOF Page 744 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: RotCE Field is Imported: Yes Format: Eff Damping - Rot (Damping Items section of form) Units: Force-Length-s/rad The effective damping of the link for a rotational degree of freedom. This damping is used for all linear load cases including modal analysis cases. The specified effective damping is converted to modal damping for these linear load cases. Field: DJ Field is Imported: Yes Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance from the J-End of the link to the shear spring. This item only applies to the U2 and U3 (shear) degrees of freedom. Field: HysType Field is Imported: Yes Format: Controlled by program Units: Text This is either Kinematic, Takeda, or Pivot indicating the hysteresis type for the multilinear plastic link. Field: PivotAlpha1 Field is Imported: Yes Format: Controlled by program Units: Unitless The unloading parameter, Alpha1, for the Pivot hysteresis type. Field: PivotAlpha2 Field is Imported: Yes Format: Controlled by program Units: Unitless The unloading parameter, Alpha2, for the Pivot hysteresis type. Field: PivotBeta1 Field is Imported: Yes Format: Controlled by program Units: Unitless The pinching point parameter, Beta1, for the Pivot hysteresis type. Table: Link Property Definitions 11 - Multilinear Plastic Field: RotCE Page 745 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: PivotBeta2 Field is Imported: Yes Format: Controlled by program Units: Unitless The pinching point parameter, Beta2, for the Pivot hysteresis type. Field: PivotEta Field is Imported: Yes Format: Controlled by program Units: Unitless The initial stiffness loss parameter, Eta, for the Pivot hysteresis type. Field: Point Field is Imported: No Format: Controlled by program Units: Text Designation of a point on the force-deformation curve. Field: Force Field is Imported: Yes Format: Force (Forces section of form) Units: Force The force at the specified point on the force-deformation curve. This item only applies to translational degrees of freedom (U1, U2 and U3). Field: Displ Field is Imported: Yes Format: Translational Displ (Displacements section of form) Units: Length The displacement at the specified point on the force-deformation curve. This item only applies to translational degrees of freedom (U1, U2 and U3). Field: Moment Field is Imported: Yes Format: Moment (Forces section of form) Units: Force-Length The moment at the specified point on the force-deformation curve. This item only applies to rotational degrees of freedom (R1, R2 and R3). Table: Link Property Definitions 11 - Multilinear Plastic Field: PivotBeta2 Page 746 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Rotation Field is Imported: Yes Format: Rotational Displ (Displacements section of form) Units: Radians The rotation at the specified point on the force-deformation curve. This item only applies to rotational degrees of freedom (R1, R2 and R3). Table: Link Property Definitions - Bridge Object Flags Field: Link Field is Imported: Yes Format: Controlled by program Units: Text The name of a link property. Field: AutoBridge Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the link property is an automatically created from a bridge object. Otherwise it is No. Field: BridgeObj Field is Imported: Yes Format: Controlled by program Units: Text The name of the bridge object with which this link property is associated. Table: Link Vehicle Response Component Overwrites Field: Link Field is Imported: Yes Format: Controlled by program Units: Text Name of the link object. Table: Link Property Definitions - Bridge Object Flags Field: Rotation Page 747 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Usage Field is Imported: Yes Format: Controlled by program Units: Text This is either AASHTO HL - Superstructure, AASHTO HL - Reaction, or AASHTO H & HS Superstructure indicating the vehicle type and structural member type to which the overwrite applies. AASHTO HL - Superstructure refers to the superstructure negative moments over supports and applies to AASHTO H, HS and HL loading. AASHTO HL - Reaction refers to reactions at interior supports (piers) and applies only to AASHTO HL loaoding. AASHTO H & HS Superstructure refers to superstructure moments (positive or negative) and applies to AASHTO H and HS loading. Field: Component Field is Imported: Yes Format: Controlled by program Units: Text This is either F1, F2, F3, M1, M2, M3 or indicating the output component to which the overwrite applies. Field: Status Field is Imported: Yes Format: Controlled by program Units: Text This is either Do Not Use, Use Positive Values, Use Negative Values, or Use All Values indicating the portion of the output for the specified component to which the overwrite applies. Table: Load Case Definitions Field: Case Field is Imported: Yes Format: Controlled by program Units: Text The name of the load case. Table: Load Case Definitions Field: Usage Page 748 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Type Field is Imported: Yes Format: Controlled by program Units: Text The type of load case. This may be any one of the following: LinStatic, NonStatic, LinModal, LinRespSpec, LinModHist, NonModHist, LinDirHis, NonDirHist, LinMoving, LinBuckling, LinSteady, LinPower, LinMSStat, Hyperstatic. Field: InitialCond Field is Imported: Yes Format: Controlled by program Units: Text This is either Zero or the name of a Nonlinear Static case. Zero means that the stiffness used is based on the unstressed state. Otherwise, the stiffness used is that at the end of the specified Nonlinear Static case. This item does not apply to response spectrum and linear modal history load cases. Field: ModalCase Field is Imported: Yes Format: Controlled by program Units: Text Name of the modal load case used in solving this load case. This item only applies to nonlinear static, response spectrum, and modal history cases. Field: BaseCase Field is Imported: Yes Format: Controlled by program Units: Text This item only applies to hyperstatic load cases. It is the name of the base load case whose reactions are applied to the unsupported structure to create the hyperstatic load case. Field: DesTypeOpt Field is Imported: Yes Format: Controlled by program Units: Text This is either Prog Det or User indicating the design type option for the load case. Prog Det is short for program determined. Table: Load Case Definitions Field: Type Page 749 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: DesignType Field is Imported: Yes Format: Controlled by program Units: Text This item is either DEAD, SUPER DEAD, LIVE, REDUCIBLE LIVE, QUAKE, WIND, SNOW, OTHER, BRIDGE LIVE, TEMPERATURE, ROOF LIVE, NOTIONAL, PATTERN LIVE, WAVE, BRAKING, CENTRIFUGAL, FRICTION, ICE, WIND LIVE LOAD, HOR EARTH PR, VER EARTH PR, EARTH SURCHR, DOWNDRAG, VEHICLE COLLISION, VESSEL COLLISION, TEMP GRAD, SETTLEMENT, SHRINKAGE, CREEP, WATER PR, LL SURCHR, LOCKED IN, PEDESTRIAN LL, PRESTRESS, HYPERSTATIC, BOUYANCY, STREAM FLOW, IMPACT, CONSTRUCTION. It is used for determining load case multipliers when the program creates default design load combinations. This item is only imported when the DesTypeOpt is User. Field: AutoType Field is Imported: Yes Format: Controlled by program Units: Text This item is either None or Bridge Scheduler indicating the auto type for the load case. In general, the user should not change this item, and should use None for new load cases. Field: RunCase Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the load case is specified to be run. Otherwise it is No. Field: CaseStatus Field is Imported: No Format: Controlled by program Units: Text This item is either Finished, Not Run, Could Not Start or Not Finished indicating the load case status. Field: GUID Field is Imported: Yes Format: Controlled by program Units: Text The global unique identifier (GUID) for the specified load case. Table: Load Case Definitions Field: DesignType Page 750 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Notes Field is Imported: Yes Format: Controlled by program Units: Text User notes for the specified load case. Table: Load Pattern Definitions Field: LoadPat Field is Imported: Yes Format: Controlled by program Units: Text Name of the load pattern. Field: DesignType Field is Imported: Yes Format: Controlled by program Units: Text This is either DEAD, SUPER DEAD, LIVE, REDUCIBLE LIVE, QUAKE, WIND, SNOW, OTHER, BRIDGE LIVE, TEMPERATURE, ROOF LIVE, NOTIONAL, PATTERN LIVE, WAVE, BRAKING, CENTRIFUGAL, FRICTION, ICE, WIND LIVE LOAD, HOR EARTH PR, VER EARTH PR, EARTH SURCHR, DOWNDRAG, VEHICLE COLLISION, VESSEL COLLISION, TEMP GRAD, SETTLEMENT, SHRINKAGE, CREEP, WATER PR, LL SURCHR, LOCKED IN, PEDESTRIAN LL, PRESTRESS, HYPERSTATIC, BOUYANCY, STREAM FLOW, IMPACT, CONSTRUCTION. It is used for determining load case multipliers when the program creates default design load combinations. Field: SelfWtMult Field is Imported: Yes Format: Controlled by program Units: Unitless The self weight multiplier for the load pattern. Field: AutoLoad Field is Imported: Yes Format: Controlled by program Units: Text If the Type item is Quake or Wind then this is either None, User or the name of the design code used to create the auto load. Table: Load Pattern Definitions Field: Notes Page 751 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: GUID Field is Imported: Yes Format: Controlled by program Units: Text The global unique identifier (GUID) for the specified load pattern. Field: Notes Field is Imported: Yes Format: Controlled by program Units: Text User notes for the specified load pattern. Table: Masses 1 - Mass Source Field: MassFrom Field is Imported: Yes Format: Controlled by program Units: Text This item is either Elements, Loads or All. Elements means that the mass is calculated from the self mass of elements plus any additional masses specified on joint, frame or area elements. Loads means that the mass is calculated from a user-specified collection of one or more load patterns. All means that the mass is calculated from both Elements and Loads. Field: LoadPat Field is Imported: Yes Format: Controlled by program Units: Text A load pattern used to define the mass. Field: Multiplier Field is Imported: Yes Format: Controlled by program Units: Unitless Multiplier for the load pattern specified in the LoadPat item. Table: Masses 1 - Mass Source Field: GUID Page 752 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Material List 1 - By Object Type Field: ObjectType Field is Imported: No Format: Controlled by program Units: Text This is either Frame, Area, Solid or Link indicating the object type. Field: Material Field is Imported: No Format: Controlled by program Units: Text The name of the material associated with the object type. For links this item is N.A. which is short for Not Applicable. Field: TotalWeight Field is Imported: No Format: Weight (Mass and Weight section of form) Units: Force The total combined weight of all of the objects in the model (or all selected objects in the model if there is a selection) whose object type is that specified by the ObjectType item and whose material is that specified by the Material item. Field: NumPieces Field is Imported: No Format: Controlled by program Units: Unitless This item only applies to frame and link objects. For frames it is the total number of frame objects in the model (or all selected frame objects in the model if there is a selection) whose material is that specified by the Material item. For links it is the total number of links in the model (or all selected link objects in the model if there is a selection). Table: Material List 2 - By Section Property Field: Section Field is Imported: No Format: Controlled by program Units: Text This is the name of either a frame section property, an area section property, a solid section property or a link property. Table: Material List 1 - By Object Type Field: ObjectType Page 753 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ObjectType Field is Imported: No Format: Controlled by program Units: Text This is either Frame, Area, Solid or Link indicating the object type of the specified section. Field: NumPieces Field is Imported: No Format: Controlled by program Units: Unitless This item only applies to frame and link objects. It is the total number of frame or link objects in the model (or the total number of selected frame or link objects in the model if there is a selection) whose section property is that specified by the Section item. Field: TotalLength Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length This item only applies to frame objects. It is the total combined weight of all frame objects in the model (or the total combined weight of all selected frame objects in the model if there is a selection)whose section property is that specified by the Section item. Field: TotalWeight Field is Imported: No Format: Weight (Mass and Weight section of form) Units: Force The total combined weight of all of the objects in the model (or all the selected objects in the model if there is a selection) whose section property is that specified by the Section item. Table: Material Properties 01 - General Field: Material Field is Imported: Yes Format: Controlled by program Units: Text Name of a material property. Table: Material Properties 01 - General Field: ObjectType Page 754 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Type Field is Imported: Yes Format: Controlled by program Units: Text This is either Steel, Concrete, Other, Aluminum, ColdFormed, Rebar or Tendon indicating the type of the material. Field: SymType Field is Imported: Yes Format: Controlled by program Units: Text This is either isotropic, orthotropic, anisotropic or uniaxial indicating the symmetry type for the material. In the majority of models isotropic properties are used. Rebar is typically modelled using a uniaxial material property. Field: TempDepend Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the material properties are temperature dependent. Otherwise it is No. Field: Color Field is Imported: Yes Format: Controlled by program Units: Text This is either a defined color or an integer representation of the color associated with the material. The possible defined colors are Black, Red, Orange, Yellow, Green, Cyan, Blue, Magenta, White, Dark Red, Dark Yellow, Dark Green, Dark Cyan, Dark Blue, Dark Magenta, Gray1, Gray2, Gray3, Gray4, Gray5, Gray6, Gray7 and Gray8. Gray1 is a light gray and Gray8 is a dark gray. Field: GUID Field is Imported: Yes Format: Controlled by program Units: Text The global unique identifier (GUID) for the specified material property. Table: Material Properties 01 - General Field: Type Page 755 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Notes Field is Imported: Yes Format: Controlled by program Units: Text User notes for the specified material property. Table: Material Properties 01T - Material Temperatures Field: Material Field is Imported: Yes Format: Controlled by program Units: Text Name of a material property. Field: Temp Field is Imported: Yes Format: Temperature (Forces section of form) Units: Temp A temperature at which material properties are specified. This item is only applicable if the material is specified to be temperature dependent. Table: Material Properties 02 - Basic Mechanical Properties Field: Material Field is Imported: Yes Format: Controlled by program Units: Text Name of a material property. Field: Temp Field is Imported: Yes Format: Temperature (Forces section of form) Units: Temp The temperature at which the associated material properties apply. This item is only applicable if the material is specified to be temperature dependent. Table: Material Properties 01T - Material Temperatures Field: Notes Page 756 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: UnitWeight Field is Imported: Yes Format: Weight/Volume (Mass and Weight section of form) Units: Force/Length3 The weight per unit volume of the material. Field: UnitMass Field is Imported: Yes Format: Mass/Volume (Mass and Weight section of form) Units: Force-Sec2/Length4 The mass per unit volume of the material. Field: E1 Field is Imported: Yes Format: Stress Input (Stresses section of form) Units: Force/Length2 Modulus of elasticity in the Material 1 direction. This item is imported for isotropic, orthotropic, anisotropic and uniaxial materials. Field: E2 Field is Imported: Yes Format: Stress Input (Stresses section of form) Units: Force/Length2 Modulus of elasticity in the Material 2 direction. This item is imported for orthotropic and anisotropic materials. Field: E3 Field is Imported: Yes Format: Stress Input (Stresses section of form) Units: Force/Length2 Modulus of elasticity in the Material 3 direction. This item is imported for orthotropic and anisotropic materials. Field: G12 Field is Imported: Yes Format: Stress Input (Stresses section of form) Units: Force/Length2 Shear modulus in the Material 1-2 plane. This item is imported for orthotropic and anisotropic materials. For isotropic materials the value of G is calculated using the standard formula from E and U. Table: Material Properties 02 - Basic Mechanical Properties Field: UnitWeight Page 757 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: G13 Field is Imported: Yes Format: Stress Input (Stresses section of form) Units: Force/Length2 Shear modulus in the Material 1-3 plane. This item is imported for orthotropic and anisotropic materials. For isotropic materials the value of G is calculated using the standard formula from E and U. Field: G23 Field is Imported: Yes Format: Stress Input (Stresses section of form) Units: Force/Length2 Shear modulus in the Material 2-3 plane. This item is imported for orthotropic and anisotropic materials. For isotropic materials the value of G is calculated using the standard formula from E and U. Field: U12 Field is Imported: Yes Format: Controlled by program Units: Unitless Poisson's ratio. This item is imported for isotropic, orthotropic and anisotropic materials. Field: U13 Field is Imported: Yes Format: Controlled by program Units: Unitless Poisson's ratio. This item is imported for orthotropic and anisotropic materials. Field: U23 Field is Imported: Yes Format: Controlled by program Units: Unitless Poisson's ratio. This item is imported for orthotropic and anisotropic materials. Field: U14 Field is Imported: Yes Format: Controlled by program Units: Unitless Shear and coupling poisson's ratio. This item is imported for anisotropic materials. Table: Material Properties 02 - Basic Mechanical Properties Field: G13 Page 758 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: U24 Field is Imported: Yes Format: Controlled by program Units: Unitless Shear and coupling poisson's ratio. This item is imported for anisotropic materials. Field: U34 Field is Imported: Yes Format: Controlled by program Units: Unitless Shear and coupling poisson's ratio. This item is imported for anisotropic materials. Field: U15 Field is Imported: Yes Format: Controlled by program Units: Unitless Shear and coupling poisson's ratio. This item is imported for anisotropic materials. Field: U25 Field is Imported: Yes Format: Controlled by program Units: Unitless Shear and coupling poisson's ratio. This item is imported for anisotropic materials. Field: U35 Field is Imported: Yes Format: Controlled by program Units: Unitless Shear and coupling poisson's ratio. This item is imported for anisotropic materials. Field: U45 Field is Imported: Yes Format: Controlled by program Units: Unitless Shear and coupling poisson's ratio. This item is imported for anisotropic materials. Field: U16 Field is Imported: Yes Format: Controlled by program Units: Unitless Shear and coupling poisson's ratio. This item is imported for anisotropic materials. Table: Material Properties 02 - Basic Mechanical Properties Field: U24 Page 759 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: U26 Field is Imported: Yes Format: Controlled by program Units: Unitless Shear and coupling poisson's ratio. This item is imported for anisotropic materials. Field: U36 Field is Imported: Yes Format: Controlled by program Units: Unitless Shear and coupling poisson's ratio. This item is imported for anisotropic materials. Field: U46 Field is Imported: Yes Format: Controlled by program Units: Unitless Shear and coupling poisson's ratio. This item is imported for anisotropic materials. Field: U56 Field is Imported: Yes Format: Controlled by program Units: Unitless Shear and coupling poisson's ratio. This item is imported for anisotropic materials. Field: A1 Field is Imported: Yes Format: Thermal Coefficient (Miscellaneous section of form) Units: 1/Temp Coefficient of thermal expansion in the Material 1 direction. This item is imported for isotropic, orthotropic, anisotropic and uniaxial materials. Field: A2 Field is Imported: Yes Format: Thermal Coefficient (Miscellaneous section of form) Units: 1/Temp Coefficient of thermal expansion in the Material 2 direction. This item is imported for orthotropic and anisotropic materials. Table: Material Properties 02 - Basic Mechanical Properties Field: U26 Page 760 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: A3 Field is Imported: Yes Format: Thermal Coefficient (Miscellaneous section of form) Units: 1/Temp Coefficient of thermal expansion in the Material 3 direction. This item is imported for orthotropic and anisotropic materials. Field: A12 Field is Imported: Yes Format: Thermal Coefficient (Miscellaneous section of form) Units: 1/Temp Coefficient of thermal expansion in the Material 1-2 plane. This item is imported for anisotropic materials. Field: A13 Field is Imported: Yes Format: Thermal Coefficient (Miscellaneous section of form) Units: 1/Temp Coefficient of thermal expansion in the Material 1-3 plane. This item is imported for anisotropic materials. Field: A23 Field is Imported: Yes Format: Thermal Coefficient (Miscellaneous section of form) Units: 1/Temp Coefficient of thermal expansion in the Material 2-3 plane. This item is imported for anisotropic materials. Table: Material Properties 03a - Steel Data Field: Material Field is Imported: Yes Format: Controlled by program Units: Text Name of a material property. Table: Material Properties 03a - Steel Data Field: A3 Page 761 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Temp Field is Imported: Yes Format: Temperature (Forces section of form) Units: Temp The temperature at which the associated material properties apply. This item is only applicable if the material is specified to be temperature dependent. Field: Fy Field is Imported: Yes Format: Stress Input (Stresses section of form) Units: Force/Length2 Yield stress of the steel. Field: Fu Field is Imported: Yes Format: Stress Input (Stresses section of form) Units: Force/Length2 Tensile strength of the steel. Field: EffFy Field is Imported: Yes Format: Stress Input (Stresses section of form) Units: Force/Length2 Effective yield stress of the steel. Field: EffFu Field is Imported: Yes Format: Stress Input (Stresses section of form) Units: Force/Length2 Effective tensile strength of the steel. Field: SSCurveOpt Field is Imported: Yes Format: Controlled by program Units: Text This is either User Defined or Simple indicating the selected option for defining the material stress strain curve. User Defined means that stress-strain points are defined by the user. If the Simple option is selected then the stress-strain curve is parametrically defined. Table: Material Properties 03a - Steel Data Field: Temp Page 762 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: SSHysType Field is Imported: Yes Format: Controlled by program Units: Text This is either Elastic, Kinematic or Takeda indicating the hysteresis type for the material stress strain curve. Field: SHard Field is Imported: Yes Format: Controlled by program Units: Unitless The strain at the onset of strain hardening.This item only applies when a parametric stress-strain curve option is selected. Field: SMax Field is Imported: Yes Format: Controlled by program Units: Unitless The strain at the maximum steel stress.This item only applies when a parametric stress-strain curve option is selected. Field: SRup Field is Imported: Yes Format: Controlled by program Units: Unitless The strain at the steel rupture.This item only applies when a parametric stress-strain curve option is selected. Field: FinalSlope Field is Imported: Yes Format: Controlled by program Units: Unitless The final slope in the stress strain curve; this item is a multiplier on E.This item only applies when a parametric stress-strain curve option is selected. Table: Material Properties 03a - Steel Data Field: SSHysType Page 763 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Material Properties 03b - Concrete Data Field: Material Field is Imported: Yes Format: Controlled by program Units: Text Name of a material property. Field: Temp Field is Imported: Yes Format: Temperature (Forces section of form) Units: Temp The temperature at which the associated material properties apply. This item is only applicable if the material is specified to be temperature dependent. Field: Fc Field is Imported: Yes Format: Stress Input (Stresses section of form) Units: Force/Length2 The unconfined concrete compressive strength. Field: LtWtConc Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the material specified is lightweight concrete. Otherwise it is No. Field: LtWtFact Field is Imported: Yes Format: Controlled by program Units: Unitless The shear strength reduction factor for lightweight concrete. Field: SSCurveOpt Field is Imported: Yes Format: Controlled by program Units: Text This is either User Defined, Simple or Mander indicating the selected option for defining the material stress strain curve(s). User Defined means that stress-strain points are defined by the user. If the Simple or Mander options are selected then the stress-strain curve is parametrically defined. Table: Material Properties 03b - Concrete Data Field: Material Page 764 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: SSHysType Field is Imported: Yes Format: Controlled by program Units: Text This is either Elastic, Kinematic or Takeda indicating the hysteresis type for the material stress strain curve. Field: SFc Field is Imported: Yes Format: Controlled by program Units: Unitless The strain at a stress of f'c, the unconfined concrete compressive strength.This item only applies when a parametric stress-strain curve option is selected. Field: SCap Field is Imported: Yes Format: Controlled by program Units: Unitless The ultimate concrete strain (unconfined).This item only applies when a parametric stress-strain curve option is selected. Field: FinalSlope Field is Imported: Yes Format: Controlled by program Units: Unitless The final slope in the stress strain curve; this item is a multiplier on E.This item only applies when a parametric stress-strain curve option is selected. Field: FAngle Field is Imported: Yes Format: Angles (Structure Dimensions section of form) Units: Degrees The friction angle, a Drucker-Prager parameter. Field: DAngle Field is Imported: Yes Format: Angles (Structure Dimensions section of form) Units: Degrees The dilatational angle, a Drucker-Prager parameter. Table: Material Properties 03b - Concrete Data Field: SSHysType Page 765 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: TimeType Field is Imported: Yes Format: Controlled by program Units: Text This is either CEB-FIP 90 or ACI 209R-92 indicating the standard used for time dependent analysis. Field: TimeE Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if time dependence is considered for compressive strength and stiffness. Otherwise it is No. Field: TimeCreep Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if time dependence is considered for creep. Otherwise it is No. Field: TimeShrink Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if time dependence is considered for shrinkage. Otherwise it is No. Field: CreepType Field is Imported: Yes Format: Controlled by program Units: Text This is either Full Integration or Dirichlet Series indicating the creep integration type. Field: CreepTerms Field is Imported: Yes Format: Controlled by program Units: Unitless This item only applies when the CreepType item is Dirichlet Series. It is the number of terms used in the series. Table: Material Properties 03b - Concrete Data Field: TimeType Page 766 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Material Properties 03c - Aluminum Data Field: Material Field is Imported: Yes Format: Controlled by program Units: Text Name of a material property. Field: Temp Field is Imported: Yes Format: Temperature (Forces section of form) Units: Temp The temperature at which the associated material properties apply. This item is only applicable if the material is specified to be temperature dependent. Field: AlumType Field is Imported: Yes Format: Controlled by program Units: Text This is either Wrought, Cast-Mold or Cast-Sand indicating the type of aluminum. Field: Alloy Field is Imported: Yes Format: Controlled by program Units: Text The Alloy designation for the aluminum, for example, 2014-T6 for wrought or 356.0-T7 for cast (mold or sand) aluminum. Field: Fcy Field is Imported: Yes Format: Stress Input (Stresses section of form) Units: Force/Length2 Compressive yield strength of aluminum. Field: Fty Field is Imported: Yes Format: Stress Input (Stresses section of form) Units: Force/Length2 Tensile yield strength of aluminum. Table: Material Properties 03c - Aluminum Data Field: Material Page 767 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Ftu Field is Imported: Yes Format: Stress Input (Stresses section of form) Units: Force/Length2 Tensile ultimate strength of aluminum. Field: Fsu Field is Imported: Yes Format: Stress Input (Stresses section of form) Units: Force/Length2 Shear ultimate strength of aluminum. Field: SSHysType Field is Imported: Yes Format: Controlled by program Units: Text This is either Elastic, Kinematic or Takeda indicating the hysteresis type for the material stress strain curve. Table: Material Properties 03d - Cold Formed Data Field: Material Field is Imported: Yes Format: Controlled by program Units: Text Name of a material property. Field: Temp Field is Imported: Yes Format: Temperature (Forces section of form) Units: Temp The temperature at which the associated material properties apply. This item is only applicable if the material is specified to be temperature dependent. Field: Fy Field is Imported: Yes Format: Stress Input (Stresses section of form) Units: Force/Length2 Yield stress of the cold formed steel. Table: Material Properties 03d - Cold Formed Data Field: Ftu Page 768 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Fu Field is Imported: Yes Format: Stress Input (Stresses section of form) Units: Force/Length2 Tensile strength of the cold formed steel. Field: SSHysType Field is Imported: Yes Format: Controlled by program Units: Text This is either Elastic, Kinematic or Takeda indicating the hysteresis type for the material stress strain curve. Table: Material Properties 03e - Rebar Data Field: Material Field is Imported: Yes Format: Controlled by program Units: Text Name of a material property. Field: Temp Field is Imported: Yes Format: Temperature (Forces section of form) Units: Temp The temperature at which the associated material properties apply. This item is only applicable if the material is specified to be temperature dependent. Field: Fy Field is Imported: Yes Format: Stress Input (Stresses section of form) Units: Force/Length2 Yield stress of the rebar. Field: Fu Field is Imported: Yes Format: Stress Input (Stresses section of form) Units: Force/Length2 Tensile strength of the rebar. Table: Material Properties 03e - Rebar Data Field: Fu Page 769 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: EffFy Field is Imported: Yes Format: Stress Input (Stresses section of form) Units: Force/Length2 Effective yield stress of the rebar. Field: EffFu Field is Imported: Yes Format: Stress Input (Stresses section of form) Units: Force/Length2 Effective tensile strength of the rebar. Field: SSCurveOpt Field is Imported: Yes Format: Controlled by program Units: Text This is either User Defined, Simple or Park indicating the selected option for defining the material stress strain curve(s). User Defined means that stress-strain points are defined by the user. If the Simple or Park options are selected then the stress-strain curve is parametrically defined. Field: SSHysType Field is Imported: Yes Format: Controlled by program Units: Text This is either Elastic, Kinematic or Takeda indicating the hysteresis type for the material stress strain curve. Field: SHard Field is Imported: Yes Format: Controlled by program Units: Unitless The strain at the onset of strain hardening.This item only applies when a parametric stress-strain curve option is selected. Field: SCap Field is Imported: Yes Format: Controlled by program Units: Unitless The ultimate strain capacity.This item only applies when a parametric stress-strain curve option is selected. Table: Material Properties 03e - Rebar Data Field: EffFy Page 770 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: FinalSlope Field is Imported: Yes Format: Controlled by program Units: Unitless The final slope in the stress strain curve; this item is a multiplier on E.This item only applies when a parametric stress-strain curve option is selected. Field: UseCTDef Field is Imported: Yes Format: Controlled by program Units: Yes/No This item only applies when a parametric stress-strain curve option is selected. Table: Material Properties 03f - Tendon Data Field: Material Field is Imported: Yes Format: Controlled by program Units: Text Name of a material property. Field: Temp Field is Imported: Yes Format: Temperature (Forces section of form) Units: Temp The temperature at which the associated material properties apply. This item is only applicable if the material is specified to be temperature dependent. Field: Fy Field is Imported: Yes Format: Stress Input (Stresses section of form) Units: Force/Length2 Yield stress of the tendon. Field: Fu Field is Imported: Yes Format: Stress Input (Stresses section of form) Units: Force/Length2 Tensile strength of the tendon. Table: Material Properties 03f - Tendon Data Field: FinalSlope Page 771 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: SSCurveOpt Field is Imported: Yes Format: Controlled by program Units: Text This is either User Defined, 250 ksi or 270 ksi indicating the selected option for defining the material stress strain curve(s). User Defined means that stress-strain points are defined by the user. If the 250 ksi or 270 ksi options are selected then the stress-strain curve is parametrically defined. Field: SSHysType Field is Imported: Yes Format: Controlled by program Units: Text This is either Elastic, Kinematic or Takeda indicating the hysteresis type for the material stress strain curve. Field: FinalSlope Field is Imported: Yes Format: Controlled by program Units: Unitless The final slope in the stress strain curve; this item is a multiplier on E.This item only applies when a parametric stress-strain curve option is selected. Field: TimeType Field is Imported: Yes Format: Controlled by program Units: Text This is either CEB-FIP 90 or ACI 209R-92 indicating the standard used for time dependent analysis. Field: TimeRelax Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if time dependence is considered for tendon steel relaxation. Otherwise it is No. Field: RelaxType Field is Imported: Yes Format: Controlled by program Units: Text This is either Full Integration or Dirichlet Series indicating the steel relaxation integration type. Table: Material Properties 03f - Tendon Data Field: SSCurveOpt Page 772 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: RelaxTerms Field is Imported: Yes Format: Controlled by program Units: Unitless This item only applies when the RelaxType item is Dirichlet Series. It is the number of terms used in the series. Table: Material Properties 03g - Other Data Field: Material Field is Imported: Yes Format: Controlled by program Units: Text Name of a material property. Field: Temp Field is Imported: Yes Format: Temperature (Forces section of form) Units: Temp The temperature at which the associated material properties apply. This item is only applicable if the material is specified to be temperature dependent. Field: SSHysType Field is Imported: Yes Format: Controlled by program Units: Text This is either Elastic, Kinematic or Takeda indicating the hysteresis type for the material stress strain curve. Field: FAngle Field is Imported: Yes Format: Angles (Structure Dimensions section of form) Units: Degrees The friction angle, a Drucker-Prager parameter. Field: DAngle Field is Imported: Yes Format: Angles (Structure Dimensions section of form) Units: Degrees The dilatational angle, a Drucker-Prager parameter. Table: Material Properties 03g - Other Data Field: RelaxTerms Page 773 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Material Properties 04 - User Stress-Strain Curves Field: Material Field is Imported: Yes Format: Controlled by program Units: Text Name of a material property. Field: Temp Field is Imported: Yes Format: Temperature (Forces section of form) Units: Temp The temperature at which the associated material properties apply. This item is only applicable if the material is specified to be temperature dependent. Field: Point Field is Imported: No Format: Controlled by program Units: Text The point number of the specified point on the stress-strain curve. Field: Strain Field is Imported: Yes Format: Controlled by program Units: Unitless The strain at the specified point. Field: Stress Field is Imported: Yes Format: Stress Input (Stresses section of form) Units: Force/Length2 The stress at the specified point. Field: PointID Field is Imported: Yes Format: Controlled by program Units: Text This is either blank, or it is one of -E, -D, -C, -B, A, B ,C ,D or E. These points control the color that will be displayed for the hinge in a deformed shape plot. Table: Material Properties 04 - User Stress-Strain Curves Field: Material Page 774 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Material Properties 05a - Time Dependence - CEB-FIP 90 Field: Material Field is Imported: Yes Format: Controlled by program Units: Text Name of a material property. Field: Temp Field is Imported: Yes Format: Temperature (Forces section of form) Units: Temp The temperature at which the associated material properties apply. This item is only applicable if the material is specified to be temperature dependent. Field: CementCoeff Field is Imported: Yes Format: Controlled by program Units: Unitless The coefficient s that is defined in Section 2.1.6.1 of CEB_FIP Model Code 1990. This coefficient depends on the type of cement. It is used in calculating the time dependence of strength and modulus of elasticity. This parameter applies to concrete materials. Field: RelHumid Field is Imported: Yes Format: Controlled by program Units: Percent The relative humidity of the ambient environment in percent. This coefficient is used in calculating creep and shrinkage. This parameter applies to concrete materials. Field: NotionSize Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The notional size of the member. As defined in Equation 2.1-69 of CEB_FIP Model Code 1990 it is equal to two times the cross-sectional area of the member divided by the perimeter of the member in contact with the atmosphere. This coefficient is used in calculating creep and shrinkage. Table: Material Properties 05a - Time Dependence - CEB-FIP 90 Field: Material Page 775 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation This parameter applies to concrete materials. Field: BetaSC Field is Imported: Yes Format: Controlled by program Units: Unitless The coefficient Beta subscript sc defined in Equation 2.1-76 of CEB_FIP Model Code 1990. This coefficient is used in calculating shrinkage. This parameter applies to concrete materials. Field: ShrinkStart Field is Imported: Yes Format: Controlled by program Units: Unitless The parameter t subscript s used in Section 2.1.6.4.4 of CEB_FIP Model Code 1990. It is the age of the concrete in days at the beginning of shrinkage or swelling. This parameter is used in calculating shrinkage. This parameter applies to concrete materials. Field: RelaxClass Field is Imported: Yes Format: Controlled by program Units: Unitless The relaxation class as defined in Section 2.3.4.5 of CEB_FIP Model Code 1990. The class is either 1 or 2. Class 1 is normal relaxation characteristics for wires and strands and Class 2 is improved relaxation characteristics for wires and strands. This parameter applies to tendon materials. Table: Material Properties 06 - Damping Parameters Field: Material Field is Imported: Yes Format: Controlled by program Units: Text Name of a material property. Table: Material Properties 06 - Damping Parameters Field: BetaSC Page 776 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Temp Field is Imported: Yes Format: Temperature (Forces section of form) Units: Temp The temperature at which the associated material properties apply. This item is only applicable if the material is specified to be temperature dependent. Field: ModalRatio Field is Imported: Yes Format: Damping Ratios (Damping Items section of form) Units: Unitless The modal damping ratio associated with additional material damping that is specified by modal damping ratio. Field: VisMass Field is Imported: Yes Format: Controlled by program Units: 1/Sec The mass coefficient associated with additional material damping that is specified by viscous proportional damping. Field: VisStiff Field is Imported: Yes Format: Other Time (Seconds) (Time-Related section of form) Units: Sec The stiffness coefficient associated with additional material damping that is specified by viscous proportional damping. Field: HysMass Field is Imported: Yes Format: Controlled by program Units: 1/Sec2 The mass coefficient associated with additional material damping that is specified by hysteretic proportional damping. Field: HysStiff Field is Imported: Yes Format: Controlled by program Units: Unitless The stiffness coefficient associated with additional material damping that is specified by hysteretic proportional damping. Table: Material Properties 06 - Damping Parameters Field: Temp Page 777 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Material Properties 07 - Thermal Properties Field: Material Field is Imported: Yes Format: Controlled by program Units: Text Name of a material property. Field: Temp Field is Imported: Yes Format: Temperature (Forces section of form) Units: Temp The temperature at which the associated material properties apply. This item is only applicable if the material is specified to be temperature dependent. Field: HeatCap Field is Imported: Yes Format: Energy/(Temp*Length3) (Power/(Temp4*Length2) section of form) Units: Force/Length2-Temp The heat capacity for the material. Field: CondK11 Field is Imported: Yes Format: Power/(Temp*Length) (Heat Transfer section of form) Units: Force/Temp-s The k11 term of the symmetric 3x3 thermal conductivity matrix for the material. Field: CondK12 Field is Imported: Yes Format: Power/(Temp*Length) (Heat Transfer section of form) Units: Force/Temp-s The k12 term of the symmetric 3x3 thermal conductivity matrix for the material. Field: CondK22 Field is Imported: Yes Format: Power/(Temp*Length) (Heat Transfer section of form) Units: Force/Temp-s The k22 term of the symmetric 3x3 thermal conductivity matrix for the material. Table: Material Properties 07 - Thermal Properties Field: Material Page 778 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: CondK13 Field is Imported: Yes Format: Power/(Temp*Length) (Heat Transfer section of form) Units: Force/Temp-s The k13 term of the symmetric 3x3 thermal conductivity matrix for the material. Field: CondK23 Field is Imported: Yes Format: Power/(Temp*Length) (Heat Transfer section of form) Units: Force/Temp-s The k23 term of the symmetric 3x3 thermal conductivity matrix for the material. Field: CondK33 Field is Imported: Yes Format: Power/(Temp*Length) (Heat Transfer section of form) Units: Force/Temp-s The k33 term of the symmetric 3x3 thermal conductivity matrix for the material. Table: Multi-Step Moving Load 1 - General Field: LoadPat Field is Imported: Yes Format: Controlled by program Units: Text Name of the load pattern in which this multi-step bridge live load (moving load) is defined. Field: LoadDur Field is Imported: Yes Format: Other Time (Seconds) (Time-Related section of form) Units: Sec Duration of loading in seconds. Field: LoadDisc Field is Imported: Yes Format: Other Time (Seconds) (Time-Related section of form) Units: Sec Discretization of loading in seconds. Table: Multi-Step Moving Load 1 - General Field: CondK13 Page 779 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Multi-Step Moving Load 2 - Vehicle Data Field: LoadPat Field is Imported: Yes Format: Controlled by program Units: Text Name of the load pattern in which this multi-step bridge live load (moving load) is defined. Field: Vehicle Field is Imported: Yes Format: Controlled by program Units: Text Name of the vehicle used in this load pattern. Field: Lane Field is Imported: Yes Format: Controlled by program Units: Text Name of the lane in which the specified vehicle is applied. Field: Station Field is Imported: Yes Format: Absolute Distance (Structure Dimensions section of form) Units: Length The station along the specified lane where the front of the vehicle is initially placed. Field: StartTime Field is Imported: Yes Format: Other Time (Seconds) (Time-Related section of form) Units: Sec The time at which the vehicle is initially placed on the lane. Field: Direction Field is Imported: Yes Format: Controlled by program Units: Text This item is either Forward or Backward indicating the direction the vehicle runs along the lane. Table: Multi-Step Moving Load 2 - Vehicle Data Field: LoadPat Page 780 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Speed Field is Imported: Yes Format: Velocity-Trans (Time-Related section of form) Units: Length/sec The speed (constant) at which the vehicle moves along the lane. Table: Named Sets - Database Tables 1 - General Field: DBNamedSet Field is Imported: Yes Format: Controlled by program Units: Text The name of a database tables named set. Field: SortOrder Field is Imported: Yes Format: Controlled by program Units: Text This is either 'Elem, Cases' or 'Cases, Elem' indicating the output sort order. Field: Unformatted Field is Imported: Yes Format: Controlled by program Units: Yes/No This is Yes if the data is to be output unformatted; otherwise it is No. Field: ModeStart Field is Imported: Yes Format: Controlled by program Units: Text The starting mode for modal output. Field: ModeEnd Field is Imported: Yes Format: Controlled by program Units: Text The ending mode for modal output. If all modes are to be output then this item is All. Table: Named Sets - Database Tables 1 - General Field: Speed Page 781 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ModalHist Field is Imported: Yes Format: Controlled by program Units: Text This item is either Envelopes or StepByStep indicating the type of output specified for modal history load cases. Field: DirectHist Field is Imported: Yes Format: Controlled by program Units: Text This item is either Envelopes or StepByStep indicating the type of output specified for direct history load cases. Field: NLStatic Field is Imported: Yes Format: Controlled by program Units: Text This item is either Last Step or StepByStep indicating the type of output specified for nonlinear static load cases. Field: BaseReacX Field is Imported: Yes Format: Coordinates (Structure Dimensions section of form) Units: Length The Global X coordinate of the point where the base reactions are reported. Field: BaseReacY Field is Imported: Yes Format: Coordinates (Structure Dimensions section of form) Units: Length The Global Y coordinate of the point where the base reactions are reported. Field: BaseReacZ Field is Imported: Yes Format: Coordinates (Structure Dimensions section of form) Units: Length The Global Z coordinate of the point where the base reactions are reported. Table: Named Sets - Database Tables 1 - General Field: ModalHist Page 782 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Combo Field is Imported: Yes Format: Controlled by program Units: Text This item is either Envelopes or MultiValued indicating the type of output specified for combinations. Field: Steady Field is Imported: Yes Format: Controlled by program Units: Text This item is either Envelopes or Frequencies indicating the type of output specified for steady state load cases. Field: SteadyOpt Field is Imported: Yes Format: Controlled by program Units: Text This item is either Phases, Magnitude or All indicating the type of output specified for steady state load cases. Phases means both in-phase and out-of-phase results. All means in-phase, out-of-phase and magnitude results. Field: PSD Field is Imported: Yes Format: Controlled by program Units: Text This item is either RMS or At PSD indicating the type of output specified for power spectral density load cases. Field: Multistep Field is Imported: Yes Format: Controlled by program Units: Text This item is either Envelopes or StepByStep indicating the type of output specified for multi-step static load cases. Field: NumTables Field is Imported: No Format: Controlled by program Units: Unitless The number of selected tables. Table: Named Sets - Database Tables 1 - General Field: Combo Page 783 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: NumLoads Field is Imported: No Format: Controlled by program Units: Unitless The number of selected load patterns. Field: NumCases Field is Imported: No Format: Controlled by program Units: Unitless The number of selected load cases. Field: NumGenDispl Field is Imported: No Format: Controlled by program Units: Unitless The number of selected generalized displacements. Field: NumSectCuts Field is Imported: No Format: Controlled by program Units: Unitless The number of selected section cuts. Field: NumVWSets Field is Imported: No Format: Controlled by program Units: Unitless The number of selected virtual work named sets. Field: NumNLSSets Field is Imported: No Format: Controlled by program Units: Unitless The number of selected nonlinear static curves named sets. Field: NumRSSets Field is Imported: No Format: Controlled by program Units: Unitless The number of selected joint time history response spectra named sets. Table: Named Sets - Database Tables 1 - General Field: NumLoads Page 784 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: NumPFSets Field is Imported: No Format: Controlled by program Units: Unitless The number of selected plot function traces named sets. Table: Named Sets - Database Tables 2 - Selections Field: DBNamedSet Field is Imported: Yes Format: Controlled by program Units: Text The name of a database tables named set. Field: SelectType Field is Imported: Yes Format: Controlled by program Units: Text The type of selection. This is either Table, LoadPattern, LoadCase, Combo, GenDispl (short for generalized displacement), SectionCut, VWNamedSet (VW is short for virtual work), RSNamedSet (RS is short for joint time history response spectra), or PFNamedSet (PF is short for plot function trace). Field: Selection Field is Imported: Yes Format: Controlled by program Units: Text Depending on the value of the SelectType item, this item is one of the following: Table: Name of the database table. LoadPattern: Name of the selected load pattern. LoadCase: Name of the selected load case. GenDispl: Name of the selected generalized displacement. SectionCut: Name of the selected section cut. VWNamedSet: Name of the selected virtual work named set. RSNamedSet: Name of the selected joint time history response spectra named set. PFNamedSet: Name of the selected plot function traces named set. Table: Named Sets - Database Tables 2 - Selections Field: NumPFSets Page 785 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Named Sets - Virtual Work Field: VWNamedSet Field is Imported: Yes Format: Controlled by program Units: Text The name of a virtual work named set. Field: ForceCase Field is Imported: Yes Format: Controlled by program Units: Text The load case used for forces when computing the virtual work. Field: DisplCase Field is Imported: Yes Format: Controlled by program Units: Text The load case used for displacements when computing the virtual work. Field: ShowValues Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the virtual work is to be shown as values when displayed on screen. It is no if it is to be shown as different colors (with a legend) when displayed on screen. Field: ValueType Field is Imported: Yes Format: Controlled by program Units: Text This item is either Relative or Absolute indicating the type of value displayed. Table: Named Sets - Plot Function Traces 1 - General Field: PFNamedSet Field is Imported: Yes Format: Controlled by program Units: Text The name of a plot function trace named set. Table: Named Sets - Virtual Work Field: VWNamedSet Page 786 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Case Field is Imported: Yes Format: Controlled by program Units: Text The load case for which the plot function trace is generated. Field: HorizFunc Field is Imported: Yes Format: Controlled by program Units: Text This is either Time, Frequency, Step, or the name of a plot function indicating the item used for the horizontal axis of the plot function trace. Field: NumVertFunc Field is Imported: No Format: Controlled by program Units: Unitless The number of vertical plot functions contained in this named set. Field: TimeFrom Field is Imported: Yes Format: Other Time (Seconds) (Time-Related section of form) Units: Sec The starting time (or step) for the plot function trace. Field: TimeTo Field is Imported: Yes Format: Other Time (Seconds) (Time-Related section of form) Units: Sec The ending time (or step) for the plot function trace. Field: OverrideH Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the default range of values displayed (or tabulated) for the horizontal axis of the plot function trace is to be overridden. Table: Named Sets - Plot Function Traces 1 - General Field: Case Page 787 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: OverrideV Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the default range of values displayed (or tabulated) for the vertical axis of the plot function trace is to be overridden. Field: HorizMin Field is Imported: Yes Format: Controlled by program Units: Unitless The minimum value displayed (or tabulated) along the horizontal axis of the plot function trace. If both the HorizMin and the HorizMax items are zero then the full horizontal range of the plot function trace is displayed. Field: HorizMax Field is Imported: Yes Format: Controlled by program Units: Unitless The maximum value displayed (or tabulated) along the horizontal axis of the plot function trace. If both the HorizMin and the HorizMax items are zero then the full horizontal range of the plot function trace is displayed. Field: VertMin Field is Imported: Yes Format: Controlled by program Units: Unitless The minimum value displayed (or tabulated) along the vertical axis of the plot function trace. If both the VertMin and the VertMax items are zero then the full vertical range of the plot function trace is displayed. Field: VertMax Field is Imported: Yes Format: Controlled by program Units: Unitless The maximum value displayed (or tabulated) along the vertical axis of the plot function trace. If both the VertMin and the VertMax items are zero then the full vertical range of the plot function trace is displayed. Table: Named Sets - Plot Function Traces 1 - General Field: OverrideV Page 788 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: HorizLabel Field is Imported: Yes Format: Controlled by program Units: Text The horizontal axis label for the plot function trace. Field: VertLabel Field is Imported: Yes Format: Controlled by program Units: Text The vertical axis label for the plot function trace. Field: GridOverlay Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if grid lines are displayed on the plot function trace. Otherwise it is No. Field: SSType Field is Imported: Yes Format: Controlled by program Units: Text This item is either Magnitude or Phased indicating the type of plot function. This item only applies when the load case is a steady state load case. Field: SSPhaseAng Field is Imported: Yes Format: Angles (Structure Dimensions section of form) Units: Degrees This is the phase angle for the output. This item only applies when the load case is a steady state load case and the SSType item is Phased. Table: Named Sets - Plot Function Traces 2 - Vertical Functions Field: PFNamedSet Field is Imported: Yes Format: Controlled by program Units: Text The name of a plot function trace named set. Table: Named Sets - Plot Function Traces 2 - Vertical Functions Field: HorizLabel Page 789 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VertFunc Field is Imported: Yes Format: Controlled by program Units: Text Name of the vertical plot function in the plot function trace. Field: LineType Field is Imported: Yes Format: Controlled by program Units: Text This is either Solid, Dashed or Dotted indicating the line type used when the trace is displayed on the screen. Field: LineColor Field is Imported: Yes Format: Controlled by program Units: Text This is either a defined color or an integer representation of the color in which the trace will be the trace will be displayed on the screen. The possible defined colors are Black, Red, Orange, Yellow, Green, Cyan, Blue, Magenta, White, Dark Red, Dark Yellow, Dark Green, Dark Cyan, Dark Blue, Dark Magenta, Gray1, Gray2, Gray3, Gray4, Gray5, Gray6, Gray7 and Gray8. Gray1 is a light gray and Gray8 is a dark gray. Field: VertSF Field is Imported: Yes Format: Controlled by program Units: Unitless A scale factor applied to the vertical plot function values in the trace. Table: Named Sets - Pushover Field: PONamedSet Field is Imported: Yes Format: Controlled by program Units: Text The name of a pushover named set. Table: Named Sets - Pushover Field: VertFunc Page 790 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Case Field is Imported: Yes Format: Controlled by program Units: Text The load case for which the nonlinear static curve is generated. Field: PlotType Field is Imported: Yes Format: Controlled by program Units: Text The type of pushover parameter set used in the specified named set. This is one of the following: Force-Displ, ATC40, FEMA356, FEMA440EL, FEMA440DM. Field: ParamName Field is Imported: Yes Format: Controlled by program Units: Text The name of a pushover parameter set of the type specified by the PlotType item. Table: Named Sets - Response Spectrum 1 - General Field: RSNamedSet Field is Imported: Yes Format: Controlled by program Units: Text The name of a joint time history response spectrum named set. Field: Case Field is Imported: Yes Format: Controlled by program Units: Text The load case for which the response spectrum curve is generated. Table: Named Sets - Response Spectrum 1 - General Field: Case Page 791 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: CoordSys Field is Imported: Yes Format: Controlled by program Units: Text The coordinate system in which the response spectrum curve is generated. Field: Dir Field is Imported: Yes Format: Controlled by program Units: Text This is either UX, UY, or UZ (U1, U2 or U3 for local) indicating the direction in the specified coordinate system for which the response spectrum curve is generated. Field: AbsType Field is Imported: Yes Format: Controlled by program Units: Text This is either frequency or period indicating the data type for the abscissa (horizontal axis) of the response spectrum curve. Field: OrdType Field is Imported: Yes Format: Controlled by program Units: Text This is either SD, SV, PSV, SA, or PSA indicating the data type for the ordinate (vertical axis) of the response spectrum curve. SD is spectral displacement, SV is spectral velocity, PSV is psuedo spectral velocity, SA is spectral acceleration, and PSA is psuedo spectral acceleration. Field: SpcWidening Field is Imported: Yes Format: Controlled by program Units: Percent The peaks of the spectrum are widened by two times this percentage of the frequency at the peak. For example, if the frequency at a peak of the spectrum is 0.5 cycles/sec, and the specified spectrum widening is 10%, then the peak is widened on each side by 0.10 * 0.5 =.05 cycles per second. In other words, the peak is widened to extend from 0.45 cycles per second to 0.55 cycles per second. Table: Named Sets - Response Spectrum 1 - General Field: CoordSys Page 792 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: OrdSF Field is Imported: Yes Format: Controlled by program Units: Unitless A scale factor applied to the ordinate (vertical axis) values of the response spectrum. The scale factor item linearly scales the ordinates of the response spectrum. This scale factor can be useful if, for example, you have run your analysis in kip and inch units and you want to see a PSA response spectrum with the acceleration in g (acceleration of gravity) instead of inches/second2. If this were the case you would specify the scale factor as: 1 / 386.4 = 0.002588. Field: NumJoints Field is Imported: No Format: Controlled by program Units: Unitless The number of joints specified in the named set. Field: NumDamping Field is Imported: No Format: Controlled by program Units: Unitless The number of different damping values specified in the named set. Field: DefFreqPer Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the Default Frequencies (or Periods) are included as values for which a point will exist on the generated response spectrum curve. The default frequencies in Hz are: 0.2, 0.3, 0.4, 0.5, 0.6, 0.7, 0.8, 0.9, 1, 1.1, 1.2, 1.3, 1.4, 1.5, 1.6, 1.8, 2, 2.2, 2.4, 2.6, 2.8, 3, 3.3, 3.6, 4, 4.4, 4.7, 5, 5.5, 6, 6.5, 7, 7.5, 8, 8.5, 9, 10, 11, 12, 13, 14, 15, 16.5, 18, 20, 22, 25, 28 and 33. The default periods are equal to one divided by the default frequencies. Field: StrFreqPer Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the structural frequencies (periods) calculated by the program are frequencies (periods) for which a point will be generated on the response spectrum curve. Table: Named Sets - Response Spectrum 1 - General Field: OrdSF Page 793 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation The frequencies (periods) used are those for the modal load case that is associated with the specified load case for the response spectrum generation. Field: NumUserFP Field is Imported: No Format: Controlled by program Units: Unitless The number of user-specified frequency (or period) values for which a point will be generated on the response spectrum curve. Field: AbsScale Field is Imported: Yes Format: Controlled by program Units: Text The is either Arithmetic or Log indicating the type of scale used on the abscissa (horizontal axis) of the response spectrum curve. Field: OrdScale Field is Imported: Yes Format: Controlled by program Units: Text The is either Arithmetic or Log indicating the type of scale used on the ordinate (vertical axis) of the response spectrum curve. Field: GridOverlay Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if grid lines are displayed on the response spectrum plot. Otherwise it is No. Table: Named Sets - Response Spectrum 2 - Joints Field: RSNamedSet Field is Imported: Yes Format: Controlled by program Units: Text The name of a joint time history response spectrum named set. Table: Named Sets - Response Spectrum 2 - Joints Field: NumUserFP Page 794 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Joint Field is Imported: Yes Format: Controlled by program Units: Text A joint for which a response spectrum curve is generated. Table: Named Sets - Response Spectrum 3 - Damping Field: RSNamedSet Field is Imported: Yes Format: Controlled by program Units: Text The name of a joint time history response spectrum named set. Field: Damping Field is Imported: Yes Format: Controlled by program Units: Unitless A damping value for which a response spectrum curve is generated. Table: Named Sets - Response Spectrum 4 - User Freq/Periods Field: RSNamedSet Field is Imported: Yes Format: Controlled by program Units: Text The name of a joint time history response spectrum named set. Field: FreqOrPer Field is Imported: Yes Format: Controlled by program Units: Text This is either Frequency or Period. It indicates which of the following fields (Frequency or Period) will be read on import. Field: Frequency Field is Imported: Yes Format: Frequency (Time-Related section of form) Units: Cyc/sec A frequency value for which a point will be generated on the response spectrum curve. Table: Named Sets - Response Spectrum 3 - Damping Field: Joint Page 795 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Period Field is Imported: Yes Format: Period (Time-Related section of form) Units: Sec A period value for which a point will be generated on the response spectrum curve. Table: Options - Colors - Display Field: DeviceType Field is Imported: Yes Format: Controlled by program Units: Text This is either Screen, Printer or Color Printer indicating the device type to which the specified colors apply. Field: Points Field is Imported: Yes Format: Controlled by program Units: Text The display color for point objects. Field: LinesFrame Field is Imported: Yes Format: Controlled by program Units: Text The display color for straight frame and curved frame type line objects. Field: LinesFrmExt Field is Imported: Yes Format: Controlled by program Units: Text The display fill color for straight frame and curved frame type line objects that are extruded. This item only applies to OpenGL and DirectX graphics. Field: LinesCable Field is Imported: Yes Format: Controlled by program Units: Text The display color for cable type line objects. Table: Options - Colors - Display Field: Period Page 796 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: LinesTendon Field is Imported: Yes Format: Controlled by program Units: Text The display color for tendon type line objects. Field: SpringLinks Field is Imported: Yes Format: Controlled by program Units: Text The display color for springs and for link objects. Field: Restraints Field is Imported: Yes Format: Controlled by program Units: Text The display color for restraints. Field: Releases Field is Imported: Yes Format: Controlled by program Units: Text The display color for releases. Field: Axes Field is Imported: Yes Format: Controlled by program Units: Text The display color for the current coordinate system axes. Field: Text Field is Imported: Yes Format: Controlled by program Units: Text The display color for text. Field: ShadowLines Field is Imported: Yes Format: Controlled by program Units: Text The color of the undeformed shape plot when the deformed shape is displayed. Table: Options - Colors - Display Field: LinesTendon Page 797 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: GuideLines Field is Imported: Yes Format: Controlled by program Units: Text The display color for guide lines (grids). Field: Highlight Field is Imported: Yes Format: Controlled by program Units: Text The display color used for highlighted objects in OpenGL and DirectX graphics. Field: Selection Field is Imported: Yes Format: Controlled by program Units: Text The display color used for selected objects in OpenGL and DirectX graphics. Field: AreaFillBot Field is Imported: Yes Format: Controlled by program Units: Text The display color for fill on the bottom face of area objects. This is also the edge color of area objects that are not filled. . Field: AreaFillTop Field is Imported: Yes Format: Controlled by program Units: Text The display color for fill on the top face of area objects. . Field: AreaFillSd Field is Imported: Yes Format: Controlled by program Units: Text The display color for fill on the side faces of area objects. This item only applies to OpenGL and DirectX graphics. Table: Options - Colors - Display Field: GuideLines Page 798 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: AreaEdge Field is Imported: Yes Format: Controlled by program Units: Text The display color for area object edges when the objects are filled. Field: SolidF1 Field is Imported: Yes Format: Controlled by program Units: Text The display color for fill of solid objects. This is also the display color of solid objects edges when the objects are not filled. Finally, this is also the display color for face 1 of solid objects when they are displayed with color-coded faces. Field: SolidF2 Field is Imported: Yes Format: Controlled by program Units: Text The display color for face 2 of solid objects when they are displayed with color-coded faces. Field: SolidF3 Field is Imported: Yes Format: Controlled by program Units: Text The display color for face 3 of solid objects when they are displayed with color-coded faces. Field: SolidF4 Field is Imported: Yes Format: Controlled by program Units: Text The display color for face 4 of solid objects when they are displayed with color-coded faces. Field: SolidF5 Field is Imported: Yes Format: Controlled by program Units: Text The display color for face 5 of solid objects when they are displayed with color-coded faces. Table: Options - Colors - Display Field: AreaEdge Page 799 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: SolidF6 Field is Imported: Yes Format: Controlled by program Units: Text The display color for face 6 of solid objects when they are displayed with color-coded faces. Field: SolidEdge Field is Imported: Yes Format: Controlled by program Units: Text The display color for solid object edges when the objects are filled. Field: Floor Field is Imported: Yes Format: Controlled by program Units: Text This item only applies to OpenGL and DirectX graphics. Field: Background Field is Imported: Yes Format: Controlled by program Units: Text For OpenGL and DirectX graphics this is the background color of the upper left quadrant of a window. Field: BGLowLeft Field is Imported: Yes Format: Controlled by program Units: Text This item only applies to OpenGL and DirectX graphics. Field: BGLowRight Field is Imported: Yes Format: Controlled by program Units: Text This item only applies to OpenGL and DirectX graphics. Table: Options - Colors - Display Field: SolidF6 Page 800 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: BGUpRight Field is Imported: Yes Format: Controlled by program Units: Text This item only applies to OpenGL and DirectX graphics. Field: Darkness Field is Imported: Yes Format: Controlled by program Units: Unitless A value ranging from 0 to 1 that controls the variation of color (intensity of shading) when extruded shapes are displayed. A darkness value of 0 means there is no variation of color (and thus the extruded shape will not really be distinguishable). A darkness value of 1 gives the maximum variation of color. The default value is 0.3; this value works well in most instances. Table: Options - Colors - Output Field: DeviceType Field is Imported: Yes Format: Controlled by program Units: Text to which the specified colors apply. CPrinter refers to a color printer. Field: Contour1 Field is Imported: Yes Format: Controlled by program Units: Text Color associated with contour displays. Contour1 is the color associated with the minimum value and Contour16 is that associated with the maximum value. Field: Contour2 Field is Imported: Yes Format: Controlled by program Units: Text Color associated with contour displays. Contour1 is the color associated with the minimum value and Contour16 is that associated with the maximum value. Table: Options - Colors - Output Field: BGUpRight Page 801 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Contour3 Field is Imported: Yes Format: Controlled by program Units: Text Color associated with contour displays. Contour1 is the color associated with the minimum value and Contour16 is that associated with the maximum value. Field: Contour4 Field is Imported: Yes Format: Controlled by program Units: Text Color associated with contour displays. Contour1 is the color associated with the minimum value and Contour16 is that associated with the maximum value. Field: Contour5 Field is Imported: Yes Format: Controlled by program Units: Text Color associated with contour displays. Contour1 is the color associated with the minimum value and Contour16 is that associated with the maximum value. Field: Contour6 Field is Imported: Yes Format: Controlled by program Units: Text Color associated with contour displays. Contour1 is the color associated with the minimum value and Contour16 is that associated with the maximum value. Field: Contour7 Field is Imported: Yes Format: Controlled by program Units: Text Color associated with contour displays. Contour1 is the color associated with the minimum value and Contour16 is that associated with the maximum value. Field: Contour8 Field is Imported: Yes Format: Controlled by program Units: Text Color associated with contour displays. Contour1 is the color associated with the minimum value and Contour16 is that associated with the maximum value. Table: Options - Colors - Output Field: Contour3 Page 802 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Contour9 Field is Imported: Yes Format: Controlled by program Units: Text Color associated with contour displays. Contour1 is the color associated with the minimum value and Contour16 is that associated with the maximum value. Field: Contour10 Field is Imported: Yes Format: Controlled by program Units: Text Color associated with contour displays. Contour1 is the color associated with the minimum value and Contour16 is that associated with the maximum value. Field: Contour11 Field is Imported: Yes Format: Controlled by program Units: Text Color associated with contour displays. Contour1 is the color associated with the minimum value and Contour16 is that associated with the maximum value. Field: Contour12 Field is Imported: Yes Format: Controlled by program Units: Text Color associated with contour displays. Contour1 is the color associated with the minimum value and Contour16 is that associated with the maximum value. Field: Contour13 Field is Imported: Yes Format: Controlled by program Units: Text Color associated with contour displays. Contour1 is the color associated with the minimum value and Contour16 is that associated with the maximum value. Field: Contour14 Field is Imported: Yes Format: Controlled by program Units: Text Color associated with contour displays. Contour1 is the color associated with the minimum value and Contour16 is that associated with the maximum value. Table: Options - Colors - Output Field: Contour9 Page 803 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Contour15 Field is Imported: Yes Format: Controlled by program Units: Text Color associated with contour displays. Contour1 is the color associated with the minimum value and Contour16 is that associated with the maximum value. Field: Transpare Field is Imported: Yes Format: Controlled by program Units: Unitless A value ranging from 0 to 1 that controls the transparency of the contours. A transparency value of 0 means contours are opaque. A factor of 1 gives the contours the maximum transparency. The default value is 0.5. Field: Ratio1 Field is Imported: Yes Format: Controlled by program Units: Text Color associated with interaction ratio displays. Ratio1 is the color associated with the minimum ratio and Ratio5 is that associated with the maximum ratio. Field: Ratio2 Field is Imported: Yes Format: Controlled by program Units: Text Color associated with interaction ratio displays. Ratio1 is the color associated with the minimum ratio and Ratio5 is that associated with the maximum ratio. Field: Ratio3 Field is Imported: Yes Format: Controlled by program Units: Text Color associated with interaction ratio displays. Ratio1 is the color associated with the minimum ratio and Ratio5 is that associated with the maximum ratio. Field: Ratio4 Field is Imported: Yes Format: Controlled by program Units: Text Color associated with interaction ratio displays. Ratio1 is the color associated with the minimum ratio and Ratio5 is that associated with the maximum ratio. Table: Options - Colors - Output Field: Contour15 Page 804 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Ratio5 Field is Imported: Yes Format: Controlled by program Units: Text Color associated with interaction ratio displays. Ratio1 is the color associated with the minimum ratio and Ratio5 is that associated with the maximum ratio. Field: RatioNotD Field is Imported: Yes Format: Controlled by program Units: Text Color associated with Not Yet Designed for interaction ratio displays. Field: RatioNotC Field is Imported: Yes Format: Controlled by program Units: Text Color associated with Not Calculated for interaction ratio displays. Field: RatioVal1 Field is Imported: Yes Format: Controlled by program Units: Unitless RatioVal1 through RatioVal4 are four user-defined interaction ratio values that are used to separate the different interaction ratio colors. RatioVal1 is the smallest value and RatioVal4 is the largest. RatioVal1 must be greater than 0 and typically RatioVal4 is set to 1, although it can be less than or greater than 1, if desired. RatioVal1 through RatioVal4 must be in ascending numerical order. Field: RatioVal2 Field is Imported: Yes Format: Controlled by program Units: Unitless RatioVal1 through RatioVal4 are four user-defined interaction ratio values that are used to separate the different interaction ratio colors. RatioVal1 is the smallest value and RatioVal4 is the largest. RatioVal1 must be greater than 0 and typically RatioVal4 is set to 1, although it can be less than or greater than 1, if desired. RatioVal1 through RatioVal4 must be in ascending numerical order. Table: Options - Colors - Output Field: Ratio5 Page 805 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: RatioVal3 Field is Imported: Yes Format: Controlled by program Units: Unitless RatioVal1 through RatioVal4 are four user-defined interaction ratio values that are used to separate the different interaction ratio colors. RatioVal1 is the smallest value and RatioVal4 is the largest. RatioVal1 must be greater than 0 and typically RatioVal4 is set to 1, although it can be less than or greater than 1, if desired. RatioVal1 through RatioVal4 must be in ascending numerical order. Field: RatioVal4 Field is Imported: Yes Format: Controlled by program Units: Unitless RatioVal1 through RatioVal4 are four user-defined interaction ratio values that are used to separate the different interaction ratio colors. RatioVal1 is the smallest value and RatioVal4 is the largest. RatioVal1 must be greater than 0 and typically RatioVal4 is set to 1, although it can be less than or greater than 1, if desired. RatioVal1 through RatioVal4 must be in ascending numerical order. Field: DFillPos Field is Imported: Yes Format: Controlled by program Units: Text Color associated with diagram fill for positive values. Field: DFillNeg Field is Imported: Yes Format: Controlled by program Units: Text Color associated with diagram fill for negative values. Field: DFillRPos Field is Imported: Yes Format: Controlled by program Units: Text Color associated with diagram fill for positive range values. Field: DFillRNeg Field is Imported: Yes Format: Controlled by program Units: Text Color associated with diagram fill for negative range values. Table: Options - Colors - Output Field: RatioVal3 Page 806 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Overwrites - Aluminum Design - AA-ASD 2000 Field: Frame Field is Imported: Yes Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: Yes Format: Controlled by program Units: Text The design section for the selected frame objects.When this overwrite is applied, any previous auto select section assigned to the frame object is removed. Field: FrameType Field is Imported: Yes Format: Controlled by program Units: Text The framing type. This is either Moment Frame or Braced Frame.This item is used for ductility considerations in the design.The program determined value is taken from the steel preferences. Field: RLLF Field is Imported: Yes Format: Controlled by program Units: Unitless The live load reduction factor.A reducible live load is multiplied by this factor to obtain the reduced live load for the frame object.Specifying 0 means the value is program determined. Field: XLMajor Field is Imported: Yes Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object major axis.This item is specified as a fraction of the frame object length.Multiplying this factor times the frame object length gives the unbraced length for the object.Specifying 0 means the value is program determined. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Table: Overwrites - Aluminum Design - AA-ASD 2000 Field: Frame Page 807 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: XLMinor Field is Imported: Yes Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object minor axis.This item is specified as a fraction of the frame object length.Multiplying this factor times the frame object length gives the unbraced length for the object.Specifying 0 means the value is program determined.This factor is also used for determining the length for lateral-torsional buckling. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: Fy Field is Imported: Yes Format: Stress Input (Stresses section of form) Units: Force/Length2 Material yield strength used in the design/check.Specifying 0 means the value is program determined.The program determined value is taken from the material property assigned to the frame object. Field: XKMajor Field is Imported: Yes Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object major axis.This item is specified as a fraction of the frame object length.Multiplying the frame object length with this factor gives the effective length for the object.Specifying 0 means the value is program determined.For beam design, this factor is always taken as 1 regardless of what may be specified in the overwrites. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: XKMinor Field is Imported: Yes Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object minor axis.This item is specified as a fraction of the frame object length.Multiplying the frame object length with this factor gives the effective length for the object.Specifying 0 means the value is program determined.For beam design, this factor is always taken as 1 regardless of what may be specified in the overwrites.This factor is also used for determining the effective length for lateral-torsional buckling. Table: Overwrites - Aluminum Design - AA-ASD 2000 Field: XLMinor Page 808 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: CmMajor Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless factor, Cm, for major axis bending. It captures the effect of non-uniform moment distribution along the length.Specifying 0 means the value is program determined. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: CmMinor Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless factor, Cm, for minor axis bending. It captures the effect of non-uniform moment distribution along the length.Specifying 0 means the value is program determined. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: Cb Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless coefficient that depends on the moment gradient. Specifying 0 means the value is program determined. Field: K1Comp Field is Imported: Yes Format: Controlled by program Units: Unitless Coefficient for determining slenderness limit for elements in compression. Specifying 0 means the value is program determined. Table: Overwrites - Aluminum Design - AA-ASD 2000 Field: CmMajor Page 809 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: K2Comp Field is Imported: Yes Format: Controlled by program Units: Unitless Coefficient for determining limit state compressive stress for elements in compression. Specifying 0 means the value is program determined. Field: K1Bend Field is Imported: Yes Format: Controlled by program Units: Unitless Coefficient for determining slenderness limit for elements in bending. Specifying 0 means the value is program determined. Field: K2Bend Field is Imported: Yes Format: Controlled by program Units: Unitless Coefficient for determining limit state compressive stress for elements in bending. Specifying 0 means the value is program determined. Field: KT Field is Imported: Yes Format: Controlled by program Units: Unitless Coefficient for tension members, kt. Specifying 0 means the value is program determined. Field: C1 Field is Imported: Yes Format: Controlled by program Units: Unitless Lateral buckling coefficient, C1. Specifying 0 means the value is program determined. Field: C2 Field is Imported: Yes Format: Controlled by program Units: Unitless Lateral buckling coefficient, C2. Specifying 0 means the value is program determined. Table: Overwrites - Aluminum Design - AA-ASD 2000 Field: K2Comp Page 810 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Fa Field is Imported: Yes Format: Stress Input (Stresses section of form) Units: Force/Length2 Factored limit state compressive stress, Fa, where (Fa = Phi * FL), for member considered as an axially loaded column. Specifying 0 means the value is program determined. Field: Ft Field is Imported: Yes Format: Stress Input (Stresses section of form) Units: Force/Length2 Factored limit state tensile stress for a member loaded only axially. Specifying 0 means the value is program determined. Field: Fb3 Field is Imported: Yes Format: Stress Input (Stresses section of form) Units: Force/Length2 Factored limit state bending stress, Fb, where (Fb = Phi * FL), for major axis bending for members subjected to bending only. Specifying 0 means the value is program determined. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: Fb2 Field is Imported: Yes Format: Stress Input (Stresses section of form) Units: Force/Length2 Factored limit state bending stress, Fb, where (Fb = Phi * FL), for minor axis bending for members subjected to bending only. Specifying 0 means the value is program determined. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: Fs2 Field is Imported: Yes Format: Stress Input (Stresses section of form) Units: Force/Length2 Factored limit state shear stress for major direction shear for members subjected only to shear or torsion. Specifying 0 means the value is program determined. Table: Overwrites - Aluminum Design - AA-ASD 2000 Field: Fa Page 811 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation For symmetrical sections major shear is shear in the local 2-axis direction.For unsymmetrical sections (e.g., angles)major shear is the shear associated with major bending.Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: Fs3 Field is Imported: Yes Format: Stress Input (Stresses section of form) Units: Force/Length2 Factored limit state shear stress for minor direction shear for members subjected only to shear or torsion. Specifying 0 means the value is program determined. For symmetrical sections minor shear is shear in the local 3-axis direction.For unsymmetrical sections (e.g., angles)minor shear is the shear associated with minor bending.Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Overwrites - Aluminum Design - AA-LRFD 2000 Field: Frame Field is Imported: Yes Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: Yes Format: Controlled by program Units: Text The design section for the selected frame objects.When this overwrite is applied, any previous auto select section assigned to the frame object is removed. Field: FrameType Field is Imported: Yes Format: Controlled by program Units: Text The framing type. This is either Moment Frame or Braced Frame.This item is used for ductility considerations in the design.The program determined value is taken from the steel preferences. Table: Overwrites - Aluminum Design - AA-LRFD 2000 Field: Fs3 Page 812 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: RLLF Field is Imported: Yes Format: Controlled by program Units: Unitless The live load reduction factor.A reducible live load is multiplied by this factor to obtain the reduced live load for the frame object.Specifying 0 means the value is program determined. Field: XLMajor Field is Imported: Yes Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object major axis.This item is specified as a fraction of the frame object length.Multiplying this factor times the frame object length gives the unbraced length for the object.Specifying 0 means the value is program determined. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: XLMinor Field is Imported: Yes Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object minor axis.This item is specified as a fraction of the frame object length.Multiplying this factor times the frame object length gives the unbraced length for the object.Specifying 0 means the value is program determined.This factor is also used for determining the length for lateral-torsional buckling. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: Fy Field is Imported: Yes Format: Stress Input (Stresses section of form) Units: Force/Length2 Material yield strength used in the design/check.Specifying 0 means the value is program determined.The program determined value is taken from the material property assigned to the frame object. Table: Overwrites - Aluminum Design - AA-LRFD 2000 Field: RLLF Page 813 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: XKMajor Field is Imported: Yes Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object major axis.This item is specified as a fraction of the frame object length.Multiplying the frame object length with this factor gives the effective length for the object.Specifying 0 means the value is program determined.For beam design, this factor is always taken as 1 regardless of what may be specified in the overwrites. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: XKMinor Field is Imported: Yes Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object minor axis.This item is specified as a fraction of the frame object length.Multiplying the frame object length with this factor gives the effective length for the object.Specifying 0 means the value is program determined.For beam design, this factor is always taken as 1 regardless of what may be specified in the overwrites.This factor is also used for determining the effective length for lateral-torsional buckling. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: CmMajor Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless factor, Cm, for major axis bending. It captures the effect of non-uniform moment distribution along the length.Specifying 0 means the value is program determined. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: CmMinor Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless factor, Cm, for minor axis bending. It captures the effect of non-uniform moment distribution along the length.Specifying 0 means the value is program determined. Table: Overwrites - Aluminum Design - AA-LRFD 2000 Field: XKMajor Page 814 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: Cb Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless coefficient that depends on the moment gradient. Specifying 0 means the value is program determined. Field: K1Comp Field is Imported: Yes Format: Controlled by program Units: Unitless Coefficient for determining slenderness limit for elements in compression. Specifying 0 means the value is program determined. Field: K2Comp Field is Imported: Yes Format: Controlled by program Units: Unitless Coefficient for determining limit state compressive stress for elements in compression. Specifying 0 means the value is program determined. Field: K1Bend Field is Imported: Yes Format: Controlled by program Units: Unitless Coefficient for determining slenderness limit for elements in bending. Specifying 0 means the value is program determined. Field: K2Bend Field is Imported: Yes Format: Controlled by program Units: Unitless Coefficient for determining limit state compressive stress for elements in bending. Specifying 0 means the value is program determined. Table: Overwrites - Aluminum Design - AA-LRFD 2000 Field: Cb Page 815 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: KT Field is Imported: Yes Format: Controlled by program Units: Unitless Coefficient for tension members, kt. Specifying 0 means the value is program determined. Field: C1 Field is Imported: Yes Format: Controlled by program Units: Unitless Lateral buckling coefficient, C1. Specifying 0 means the value is program determined. Field: C2 Field is Imported: Yes Format: Controlled by program Units: Unitless Lateral buckling coefficient, C2. Specifying 0 means the value is program determined. Field: Fa Field is Imported: Yes Format: Stress Input (Stresses section of form) Units: Force/Length2 Factored limit state compressive stress, Fa, where (Fa = Phi * FL), for member considered as an axially loaded column. Specifying 0 means the value is program determined. Field: Ft Field is Imported: Yes Format: Stress Input (Stresses section of form) Units: Force/Length2 Factored limit state tensile stress for a member loaded only axially. Specifying 0 means the value is program determined. Field: Fb3 Field is Imported: Yes Format: Stress Input (Stresses section of form) Units: Force/Length2 Factored limit state bending stress, Fb, where (Fb = Phi * FL), for major axis bending for members subjected to bending only. Specifying 0 means the value is program determined. Table: Overwrites - Aluminum Design - AA-LRFD 2000 Field: KT Page 816 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: Fb2 Field is Imported: Yes Format: Stress Input (Stresses section of form) Units: Force/Length2 Factored limit state bending stress, Fb, where (Fb = Phi * FL), for minor axis bending for members subjected to bending only. Specifying 0 means the value is program determined. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: Fs2 Field is Imported: Yes Format: Stress Input (Stresses section of form) Units: Force/Length2 Factored limit state shear stress for major direction shear for members subjected only to shear or torsion. Specifying 0 means the value is program determined. For symmetrical sections major shear is shear in the local 2-axis direction.For unsymmetrical sections (e.g., angles)major shear is the shear associated with major bending.Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: Fs3 Field is Imported: Yes Format: Stress Input (Stresses section of form) Units: Force/Length2 Factored limit state shear stress for minor direction shear for members subjected only to shear or torsion. Specifying 0 means the value is program determined. For symmetrical sections minor shear is shear in the local 3-axis direction.For unsymmetrical sections (e.g., angles)minor shear is the shear associated with minor bending.Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Overwrites - Aluminum Design - AA-LRFD 2000 Field: Fb2 Page 817 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Overwrites - Auto Wave Loads - Cable Field: Cable Field is Imported: Yes Format: Controlled by program Units: Text Label of a Frame object. Field: LoadByWave Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the element is loaded by the wave; otherwise it is No. The default value is Yes. This item allows you to specify that elements that would otherwise be loaded by the wave are not loaded by the wave. Field: LoadDisc Field is Imported: Yes Format: Absolute Distance (Structure Dimensions section of form) Units: Length The maximum discretization length for distributed wave loads applied to the object. A value is calculated for the distributed load at locations along the object not exceeding the discretization length. The magnitude of the distributed wave load is assumed to vary linearly between these calculated locations. Specifying zero or a negative value means the item is program determined. Field: MarineGrow Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The thickness of marine growth on the element. Specifying a negative value means the item is program determined. Field: DimForce2 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The dimension of the frame element in the local 2 direction used to determine the wave or wave wind force acting on the element. The specified marine growth or ice thickness is added to this dimension when calculating the force on the element. Specifying a negative value means the item is program determined. Table: Overwrites - Auto Wave Loads - Cable Field: Cable Page 818 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: DimForce3 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The dimension of the frame element in the local 3 direction used to determine the wave or wave wind force acting on the element. The specified marine growth or ice thickness is added to this dimension when calculating the force on the element. Specifying a negative value means the item is program determined. Field: DragCoeff Field is Imported: Yes Format: Controlled by program Units: Unitless The drag coefficient for the element. Specifying a negative value means the item is program determined. Field: InerCoeff Field is Imported: Yes Format: Controlled by program Units: Unitless The inertia coefficient for the element. Specifying a negative value means the item is program determined. Field: Flooded Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the element is flooded; otherwise it is No. The default value is No. This item affects the cross-sectional area used in computing the concentrated compressive bouyant forces applied at the object nodes. For flooded members the section area is used. For non-flooded members the enclosed area is used. Field: LoadByWind Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the element is loaded by the wave wind load; otherwise it is No. The default value is Yes. This item allows you to specify that elements that would otherwise be loaded by the wave wind load are not loaded by the wind. Table: Overwrites - Auto Wave Loads - Cable Field: DimForce3 Page 819 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ShapeCoeff Field is Imported: Yes Format: Controlled by program Units: Unitless The shape coefficient (for wave wind load) for the element. The default value is 1. Specifying a negative value means the item is program determined. Field: IceThick Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The thickness of ice on the element. This item is only used for wave wind loads. If both marine growth and ice are specified at a location then only the marine growth value is used. Specifying a negative value means the item is program determined. Field: ShieldFact Field is Imported: Yes Format: Controlled by program Units: Unitless The wind load on an element is multiplied by this shielding factor. The default value is 1. Specifying a negative value means the item is program determined (the default value is used). Table: Overwrites - Auto Wave Loads - Frame Field: Frame Field is Imported: Yes Format: Controlled by program Units: Text Label of a Frame object. Field: LoadByWave Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the element is loaded by the wave; otherwise it is No. The default value is Yes. This item allows you to specify that elements that would otherwise be loaded by the wave are not loaded by the wave. Table: Overwrites - Auto Wave Loads - Frame Field: ShapeCoeff Page 820 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: LoadDisc Field is Imported: Yes Format: Absolute Distance (Structure Dimensions section of form) Units: Length The maximum discretization length for distributed wave loads applied to the object. A value is calculated for the distributed load at locations along the object not exceeding the discretization length. The magnitude of the distributed wave load is assumed to vary linearly between these calculated locations. Specifying zero or a negative value means the item is program determined. Field: MarineGrow Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The thickness of marine growth on the element. Specifying a negative value means the item is program determined. Field: DimForce2 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The dimension of the frame element in the local 2 direction used to determine the wave or wave wind force acting on the element. The specified marine growth or ice thickness is added to this dimension when calculating the force on the element. Specifying a negative value means the item is program determined. Field: DimForce3 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The dimension of the frame element in the local 3 direction used to determine the wave or wave wind force acting on the element. The specified marine growth or ice thickness is added to this dimension when calculating the force on the element. Specifying a negative value means the item is program determined. Field: DragCoeff Field is Imported: Yes Format: Controlled by program Units: Unitless The drag coefficient for the element. Specifying a negative value means the item is program determined. Table: Overwrites - Auto Wave Loads - Frame Field: LoadDisc Page 821 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: InerCoeff Field is Imported: Yes Format: Controlled by program Units: Unitless The inertia coefficient for the element. Specifying a negative value means the item is program determined. Field: Flooded Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the element is flooded; otherwise it is No. The default value is No. This item affects the cross-sectional area used in computing the concentrated compressive bouyant forces applied at the object nodes. For flooded members the section area is used. For non-flooded members the enclosed area is used. Field: LoadByWind Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the element is loaded by the wave wind load; otherwise it is No. The default value is Yes. This item allows you to specify that elements that would otherwise be loaded by the wave wind load are not loaded by the wind. Field: ShapeCoeff Field is Imported: Yes Format: Controlled by program Units: Unitless The shape coefficient (for wave wind load) for the element. The default value is 1. Specifying a negative value means the item is program determined. Field: IceThick Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The thickness of ice on the element. This item is only used for wave wind loads. If both marine growth and ice are specified at a location then only the marine growth value is used. Specifying a negative value means the item is program determined. Table: Overwrites - Auto Wave Loads - Frame Field: InerCoeff Page 822 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ShieldFact Field is Imported: Yes Format: Controlled by program Units: Unitless The wind load on an element is multiplied by this shielding factor. The default value is 1. Specifying a negative value means the item is program determined (the default value is used). Table: Overwrites - Auto Wind Loads - Cable Field: Cable Field is Imported: Yes Format: Controlled by program Units: Text Label of a Cable object. Field: LoadByWind Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the element is loaded by the wind; otherwise it is No. The default value is Yes. This item allows you to specify that elements that would otherwise be loaded by the wind are not loaded by the wind. Field: IceThick Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The thickness of ice on the element. This item is only used to increase the projected area of the frame object for wind loads. It is not used for gravity loads to increase the weight of the frame object. Specifying a negative value means the item is program determined. Field: Cf Field is Imported: Yes Format: Controlled by program Units: Unitless The net force coefficient, Cf, or, for API 4F the shape coefficient, Cs, for the frame object. Specifying a negative value means the item is program determined (the default value is used). Table: Overwrites - Auto Wind Loads - Cable Field: ShieldFact Page 823 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Overwrites - Auto Wind Loads - Frame Field: Frame Field is Imported: Yes Format: Controlled by program Units: Text Label of a Frame object. Field: LoadByWind Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the element is loaded by the wind; otherwise it is No. The default value is Yes. This item allows you to specify that elements that would otherwise be loaded by the wind are not loaded by the wind. Field: IceThick Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The thickness of ice on the element. This item is only used to increase the projected area of the frame object for wind loads. It is not used for gravity loads to increase the weight of the frame object. Specifying a negative value means the item is program determined. Field: Cf Field is Imported: Yes Format: Controlled by program Units: Unitless The net force coefficient, Cf, or, for API 4F the shape coefficient, Cs, for the frame object. Specifying a negative value means the item is program determined (the default value is used). Table: Overwrites - Cold Formed Design - AISI-ASD96 Field: Frame Field is Imported: Yes Format: Controlled by program Units: Text Label of a Frame object. Table: Overwrites - Auto Wind Loads - Frame Field: Frame Page 824 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: DesignSect Field is Imported: Yes Format: Controlled by program Units: Text The design section for the selected frame objects.When this overwrite is applied, any previous auto select section assigned to the frame object is removed. Field: FrameType Field is Imported: Yes Format: Controlled by program Units: Text The framing type. This is either Moment Frame or Braced Frame.for ductility considerations in the design. The program determined value is This item is used taken from the cold-formed steel preferences. Field: RLLF Field is Imported: Yes Format: Controlled by program Units: Unitless The live load reduction factor.A reducible live load is multiplied by this factor to obtain the reduced live load for the frame object.Specifying 0 means the value is program determined. Field: XLMajor Field is Imported: Yes Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object major axis.This item is specified as a fraction of the frame object length.Multiplying this factor times the frame object length gives the unbraced length for the object.Specifying 0 means the value is program determined. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: XLMinor Field is Imported: Yes Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object minor axis.This item is specified as a fraction of the frame object length.Multiplying this factor times the frame object length gives the unbraced length for the object.Specifying 0 means the value is Table: Overwrites - Cold Formed Design - AISI-ASD96 Field: DesignSect Page 825 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation program determined.This factor is also used for determining the length for lateral-torsional buckling. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: Fy Field is Imported: Yes Format: Stress Input (Stresses section of form) Units: Force/Length2 Material yield strength used in the design/check.Specifying 0 means the value is program determined.The program determined value is taken from the material property assigned to the frame object. Field: XKMajor Field is Imported: Yes Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object major axis.This item is specified as a fraction of the frame object length.Multiplying the frame object length with this factor gives the effective length for the object.Specifying 0 means the value is program determined.For beam design, this factor is always taken as 1 regardless of what may be specified in the overwrites. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: XKMinor Field is Imported: Yes Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object minor axis.This item is specified as a fraction of the frame object length.Multiplying the frame object length with this factor gives the effective length for the object.Specifying 0 means the value is program determined.For beam design, this factor is always taken as 1 regardless of what may be specified in the overwrites.This factor is also used for determining the effective length for lateral-torsional buckling. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Overwrites - Cold Formed Design - AISI-ASD96 Field: Fy Page 826 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: CmMajor Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless factor, Cm for major axis bending, used in determining the along the length. interaction ratio. It captures the effect of non-uniform moment distribution Specifying 0 means the value is program determined. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: CmMinor Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless factor, Cm for minor axis bending, used in determining the the length. interaction ratio. It captures the effect of non-uniform moment distribution along Specifying 0 means the value is program determined. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: CtfMajor Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless factor, Ctf for major axis bending, used in determining the interaction ratio. It captures the effect of non-uniform moment distribution along the length.Specifying 0 means the value is program determined. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: CtfMinor Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless factor, Ctf for minor axis bending, used in determining the interaction ratio. It captures the effect of non-uniform moment distribution along the length.Specifying 0 means the value is program determined. Table: Overwrites - Cold Formed Design - AISI-ASD96 Field: CmMajor Page 827 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: Cb Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless factor, Cb, used in determining the allowable bending capacity. Specifying 0 means the value is program determined. Field: AlphaMajor Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless moment magnification factor for non-sway major-axis bending moment. Specifying 0 means the value is program determined. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: AlphaMinor Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless moment magnification factor for non-sway minor axis bending moment.Specifying 0 means the value is program determined. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: Pnc Field is Imported: Yes Format: Force (Forces section of form) Units: Force Nominal axial compressive capacity. Specifying 0 means the value is program determined. Table: Overwrites - Cold Formed Design - AISI-ASD96 Field: Cb Page 828 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Pnt Field is Imported: Yes Format: Force (Forces section of form) Units: Force Nominal axial tensile capacity. Specifying 0 means the value is program determined. Field: Mn33Yield Field is Imported: Yes Format: Moment (Forces section of form) Units: Force-Length Nominal bending moment capacity in major axis bending for initial yielding. Specifying 0 means the value is program determined. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: Mn22Yield Field is Imported: Yes Format: Moment (Forces section of form) Units: Force-Length Nominal bending moment capacity in minor axis bending for initial yielding. Specifying 0 means the value is program determined. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: Mn33LTB Field is Imported: Yes Format: Moment (Forces section of form) Units: Force-Length Nominal bending moment capacity in major axis bending for lateral-torsional buckling. Specifying 0 means the value is program determined. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Overwrites - Cold Formed Design - AISI-ASD96 Field: Pnt Page 829 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Mn22LTB Field is Imported: Yes Format: Moment (Forces section of form) Units: Force-Length Nominal bending moment capacity in minor axis bending for lateral-torsional buckling. Specifying 0 means the value is program determined. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: Vn2 Field is Imported: Yes Format: Force (Forces section of form) Units: Force Nominal shear capacity force for major direction shear. Specifying 0 means the value is program determined. For symmetrical sections major shear is shear in the local 2-axis direction.For unsymmetrical sections (e.g., angles)major shear is the shear associated with major bending.Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: Vn3 Field is Imported: Yes Format: Force (Forces section of form) Units: Force Nominal shear capacity force for minor direction shear. Specifying 0 means the value is program determined. For symmetrical sections minor shear is shear in the local 3-axis direction.For unsymmetrical sections (e.g., angles)minor shear is the shear associated with minor bending.Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: FastToDeck Field is Imported: Yes Format: Controlled by program Units: Yes/No Specifies whether the section is through fastened. Table: Overwrites - Cold Formed Design - AISI-ASD96 Field: Mn22LTB Page 830 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: FastEcc Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length Fastener eccentricity if the section is through fastened. Field: HoleDiaTop Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length Hole diameter at the top flange if there is any. Field: HoleDiaBot Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length Hole diameter at the bottom flange if there is any. Field: HoleDiaWeb Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length Hole diameter at the web flange if there is any. Table: Overwrites - Cold Formed Design - AISI-LRFD96 Field: Frame Field is Imported: Yes Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: Yes Format: Controlled by program Units: Text The design section for the selected frame objects.When this overwrite is applied, any previous auto select section assigned to the frame object is removed. Table: Overwrites - Cold Formed Design - AISI-LRFD96 Field: FastEcc Page 831 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: FrameType Field is Imported: Yes Format: Controlled by program Units: Text The framing type. This is either Moment Frame or Braced Frame.for ductility considerations in the design. The program determined value is This item is used taken from the cold-formed steel preferences. Field: RLLF Field is Imported: Yes Format: Controlled by program Units: Unitless The live load reduction factor.A reducible live load is multiplied by this factor to obtain the reduced live load for the frame object.Specifying 0 means the value is program determined. Field: XLMajor Field is Imported: Yes Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object major axis.This item is specified as a fraction of the frame object length.Multiplying this factor times the frame object length gives the unbraced length for the object.Specifying 0 means the value is program determined. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: XLMinor Field is Imported: Yes Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object minor axis.This item is specified as a fraction of the frame object length.Multiplying this factor times the frame object length gives the unbraced length for the object.Specifying 0 means the value is program determined.This factor is also used for determining the length for lateral-torsional buckling. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Overwrites - Cold Formed Design - AISI-LRFD96 Field: FrameType Page 832 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Fy Field is Imported: Yes Format: Stress Input (Stresses section of form) Units: Force/Length2 Material yield strength used in the design/check.Specifying 0 means the value is program determined.The program determined value is taken from the material property assigned to the frame object. Field: XKMajor Field is Imported: Yes Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object major axis.This item is specified as a fraction of the frame object length.Multiplying the frame object length with this factor gives the effective length for the object.Specifying 0 means the value is program determined.For beam design, this factor is always taken as 1 regardless of what may be specified in the overwrites. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: XKMinor Field is Imported: Yes Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object minor axis.This item is specified as a fraction of the frame object length.Multiplying the frame object length with this factor gives the effective length for the object.Specifying 0 means the value is program determined.For beam design, this factor is always taken as 1 regardless of what may be specified in the overwrites.This factor is also used for determining the effective length for lateral-torsional buckling. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: CmMajor Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless factor, Cm for major axis bending, used in determining the along the length. interaction ratio. It captures the effect of non-uniform moment distribution Specifying 0 means the value is program determined. Table: Overwrites - Cold Formed Design - AISI-LRFD96 Field: Fy Page 833 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: CmMinor Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless factor, Cm for minor axis bending, used in determining the the length. interaction ratio. It captures the effect of non-uniform moment distribution along Specifying 0 means the value is program determined. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: CtfMajor Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless factor, Ctf for major axis bending, used in determining the interaction ratio. It captures the effect of non-uniform moment distribution along the length.Specifying 0 means the value is program determined. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: CtfMinor Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless factor, Ctf for minor axis bending, used in determining the interaction ratio. It captures the effect of non-uniform moment distribution along the length.Specifying 0 means the value is program determined. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: Cb Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless factor, Cb, used in determining the allowable bending capacity. Specifying 0 means the value is program determined. Table: Overwrites - Cold Formed Design - AISI-LRFD96 Field: CmMinor Page 834 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: AlphaMajor Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless moment magnification factor for non-sway major-axis bending moment. Specifying 0 means the value is program determined. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: AlphaMinor Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless moment magnification factor for non-sway minor axis bending moment.Specifying 0 means the value is program determined. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: Pnc Field is Imported: Yes Format: Force (Forces section of form) Units: Force Nominal axial compressive capacity. Specifying 0 means the value is program determined. Field: Pnt Field is Imported: Yes Format: Force (Forces section of form) Units: Force Nominal axial tensile capacity. Specifying 0 means the value is program determined. Field: Mn33Yield Field is Imported: Yes Format: Moment (Forces section of form) Units: Force-Length Nominal bending moment capacity in major axis bending for initial yielding. Specifying 0 means the value is program determined. Table: Overwrites - Cold Formed Design - AISI-LRFD96 Field: AlphaMajor Page 835 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: Mn22Yield Field is Imported: Yes Format: Moment (Forces section of form) Units: Force-Length Nominal bending moment capacity in minor axis bending for initial yielding. Specifying 0 means the value is program determined. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: Mn33LTB Field is Imported: Yes Format: Moment (Forces section of form) Units: Force-Length Nominal bending moment capacity in major axis bending for lateral-torsional buckling. Specifying 0 means the value is program determined. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: Mn22LTB Field is Imported: Yes Format: Moment (Forces section of form) Units: Force-Length Nominal bending moment capacity in minor axis bending for lateral-torsional buckling. Specifying 0 means the value is program determined. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: Vn2 Field is Imported: Yes Format: Force (Forces section of form) Units: Force Nominal shear capacity force for major direction shear. Specifying 0 means the value is program determined. For symmetrical sections major shear is shear in the local 2-axis direction.For unsymmetrical sections (e.g., angles)major shear is the shear associated with major Table: Overwrites - Cold Formed Design - AISI-LRFD96 Field: Mn22Yield Page 836 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation bending.Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: Vn3 Field is Imported: Yes Format: Force (Forces section of form) Units: Force Nominal shear capacity force for minor direction shear. Specifying 0 means the value is program determined. For symmetrical sections minor shear is shear in the local 3-axis direction.For unsymmetrical sections (e.g., angles)minor shear is the shear associated with minor bending.Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: FastToDeck Field is Imported: Yes Format: Controlled by program Units: Yes/No Specifies whether the section is through fastened. Field: FastEcc Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length Fastener eccentricity if the section is through fastened. Field: HoleDiaTop Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length Hole diameter at the top flange if there is any. Field: HoleDiaBot Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length Hole diameter at the bottom flange if there is any. Table: Overwrites - Cold Formed Design - AISI-LRFD96 Field: Vn3 Page 837 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: HoleDiaWeb Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length Hole diameter at the web flange if there is any. Table: Overwrites - Concrete Design - ACI 318-02 Field: Frame Field is Imported: Yes Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: Yes Format: Controlled by program Units: Text The design section for the selected frame objects.When this overwrite is applied, any previous auto select section assigned to the frame object is removed. Field: FrameType Field is Imported: Yes Format: Controlled by program Units: Text This is either"Sway Special", "Sway Intermediate", "Sway Ordinary", or "NonSway". This item is used for ductility considerations in the design.Program determined value means it is taken from the concrete preferences. Field: RLLF Field is Imported: Yes Format: Controlled by program Units: Unitless The live load reduction factor.A reducible live load is multiplied by this factor to obtain the reduced live load for the frame object.Program determined value means it is calculated for each element uniquely. Table: Overwrites - Concrete Design - ACI 318-02 Field: HoleDiaWeb Page 838 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: XLMajor Field is Imported: Yes Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object major axis.This item is specified as a fraction of the frame object length.Multiplying this factor times the frame object length gives the unbraced length for the object.Program determined value means it is calculated for each element uniquely.Specifying 0 means the value is program determined. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: XLMinor Field is Imported: Yes Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object minor axis.This item is specified as a fraction of the frame object length.Multiplying this factor times the frame object length gives the unbraced length for the object.This factor is also used for determining the length for lateral-torsional buckling.Program determined value means it is calculated for each element uniquely.Specifying 0 means the value is program determined. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: XKMajor Field is Imported: Yes Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object major axis.This item is specified as a fraction of the frame object length.Multiplying the frame object length with this factor gives the effective length for the object.This item only applies to frame objects with column-type current design sections.Program determined value means it is calculated for each element uniquely.Specifying 0 means the value is program determined. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Table: Overwrites - Concrete Design - ACI 318-02 Field: XLMajor Page 839 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: XKMinor Field is Imported: Yes Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object minor axis.This item is specified as a fraction of the frame object length.Multiplying the frame object length with this factor gives the effective length for the object.This item only applies to frame objects with column-type current design sections.Program determined value means it is calculated for each element uniquely.Specifying 0 means the value is program determined. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: CmMajor Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless factor for major axis bending, used in determining the interaction ratio. This item only applies to frame objects with column-type current design sections.Program determined value means it is calculated for each element for each load combination uniquely.Specifying 0 means the value is program determined. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: CmMinor Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless factor for minor axis bending, used in determining the interaction ratio. This item only applies to frame objects with column-type current design sections.Program determined value means it is calculated for each element for each load combination uniquely.Specifying 0 means the value is program determined. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: DnsMajor Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless moment magnification factor for non-sway major-axis bending moment. This item only applies to frame objects with column-type current design sections.Program Table: Overwrites - Concrete Design - ACI 318-02 Field: XKMinor Page 840 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation determined value means it is calculated for each element for each load combination uniquely.Specifying 0 means the value is program determined. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: DnsMinor Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless moment magnification factor for non-sway minor-axis bending moment. This item only applies to frame objects with column-type current design sections.Program determined value means it is calculated for each element for each load combination uniquely.Specifying 0 means the value is program determined. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: DsMajor Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless moment magnification factor for sway major-axis bending moment. Specifying 0 means the value is program determined.The program determined value is taken as 1because it is assumed that P-Delta effects were specified to be included in the analysis, and thus no further magnification is required. This item only applies to frame objects with column-type current design sections. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: DsMinor Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless moment magnification factor for sway minor-axis bending moment. Specifying 0 means the value is program determined.The program determined value is taken as 1because it is assumed that P-Delta effects were specified to be included in the analysis, and thus no further magnification is required. This item only applies to frame objects with column-type current design sections. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Overwrites - Concrete Design - ACI 318-02 Field: DnsMinor Page 841 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Overwrites - Concrete Design - ACI 318-05/IBC2003 Field: Frame Field is Imported: Yes Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: Yes Format: Controlled by program Units: Text The design section for the selected frame objects.When this overwrite is applied, any previous auto select section assigned to the frame object is removed. Field: FrameType Field is Imported: Yes Format: Controlled by program Units: Text This is either"Sway Special", "Sway Intermediate", "Sway Ordinary", or "NonSway". This item is used for ductility considerations in the design.Program determined value means it is taken from the concrete preferences. Field: RLLF Field is Imported: Yes Format: Controlled by program Units: Unitless The live load reduction factor.A reducible live load is multiplied by this factor to obtain the reduced live load for the frame object.Program determined value means it is calculated for each element uniquely. Field: XLMajor Field is Imported: Yes Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object major axis.This item is specified as a fraction of the frame object length.Multiplying this factor times the frame object length gives the unbraced length for the object.Program determined value means it is calculated for each element uniquely.Specifying 0 means the value is program determined. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Table: Overwrites - Concrete Design - ACI 318-05/IBC2003 Field: Frame Page 842 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: XLMinor Field is Imported: Yes Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object minor axis.This item is specified as a fraction of the frame object length.Multiplying this factor times the frame object length gives the unbraced length for the object.This factor is also used for determining the length for lateral-torsional buckling.Program determined value means it is calculated for each element uniquely.Specifying 0 means the value is program determined. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: XKMajor Field is Imported: Yes Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object major axis.This item is specified as a fraction of the frame object length.Multiplying the frame object length with this factor gives the effective length for the object.This item only applies to frame objects with column-type current design sections.Program determined value means it is calculated for each element uniquely.Specifying 0 means the value is program determined. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: XKMinor Field is Imported: Yes Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object minor axis.This item is specified as a fraction of the frame object length.Multiplying the frame object length with this factor gives the effective length for the object.This item only applies to frame objects with column-type current design sections.Program determined value means it is calculated for each element uniquely.Specifying 0 means the value is program determined. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Overwrites - Concrete Design - ACI 318-05/IBC2003 Field: XLMinor Page 843 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: CmMajor Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless factor for major axis bending, used in determining the interaction ratio. This item only applies to frame objects with column-type current design sections.Program determined value means it is calculated for each element for each load combination uniquely.Specifying 0 means the value is program determined. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: CmMinor Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless factor for minor axis bending, used in determining the interaction ratio. This item only applies to frame objects with column-type current design sections.Program determined value means it is calculated for each element for each load combination uniquely.Specifying 0 means the value is program determined. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: DnsMajor Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless moment magnification factor for non-sway major-axis bending moment. This item only applies to frame objects with column-type current design sections.Program determined value means it is calculated for each element for each load combination uniquely.Specifying 0 means the value is program determined. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: DnsMinor Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless moment magnification factor for non-sway minor-axis bending moment. This item only applies to frame objects with column-type current design sections.Program Table: Overwrites - Concrete Design - ACI 318-05/IBC2003 Field: CmMajor Page 844 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation determined value means it is calculated for each element for each load combination uniquely.Specifying 0 means the value is program determined. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: DsMajor Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless moment magnification factor for sway major-axis bending moment. Specifying 0 means the value is program determined.The program determined value is taken as 1because it is assumed that P-Delta effects were specified to be included in the analysis, and thus no further magnification is required. This item only applies to frame objects with column-type current design sections. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: DsMinor Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless moment magnification factor for sway minor-axis bending moment. Specifying 0 means the value is program determined.The program determined value is taken as 1because it is assumed that P-Delta effects were specified to be included in the analysis, and thus no further magnification is required. This item only applies to frame objects with column-type current design sections. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Overwrites - Concrete Design - ACI 318-99 Field: Frame Field is Imported: Yes Format: Controlled by program Units: Text Label of a Frame object. Table: Overwrites - Concrete Design - ACI 318-99 Field: DsMajor Page 845 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: DesignSect Field is Imported: Yes Format: Controlled by program Units: Text The design section for the selected frame objects.When this overwrite is applied, any previous auto select section assigned to the frame object is removed. Field: FrameType Field is Imported: Yes Format: Controlled by program Units: Text This is either"Sway Special", "Sway Intermediate", "Sway Ordinary", or "NonSway". This item is used for ductility considerations in the design.Program determined value means it is taken from the concrete preferences. Field: RLLF Field is Imported: Yes Format: Controlled by program Units: Unitless The live load reduction factor.A reducible live load is multiplied by this factor to obtain the reduced live load for the frame object.Program determined value means it is calculated for each element uniquely. Field: XLMajor Field is Imported: Yes Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object major axis.This item is specified as a fraction of the frame object length.Multiplying this factor times the frame object length gives the unbraced length for the object.Program determined value means it is calculated for each element uniquely.Specifying 0 means the value is program determined. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: XLMinor Field is Imported: Yes Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object minor axis.This item is specified as a fraction of the frame object length.Multiplying this factor times the frame object length gives the unbraced length for the object.This factor is also used for Table: Overwrites - Concrete Design - ACI 318-99 Field: DesignSect Page 846 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation determining the length for lateral-torsional buckling.Program determined value means it is calculated for each element uniquely.Specifying 0 means the value is program determined. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: XKMajor Field is Imported: Yes Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object major axis.This item is specified as a fraction of the frame object length.Multiplying the frame object length with this factor gives the effective length for the object.This item only applies to frame objects with column-type current design sections.Program determined value means it is calculated for each element uniquely.Specifying 0 means the value is program determined. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: XKMinor Field is Imported: Yes Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object minor axis.This item is specified as a fraction of the frame object length.Multiplying the frame object length with this factor gives the effective length for the object.This item only applies to frame objects with column-type current design sections.Program determined value means it is calculated for each element uniquely.Specifying 0 means the value is program determined. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: CmMajor Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless factor for major axis bending, used in determining the interaction ratio. This item only applies to frame objects with column-type current design sections.Program determined value means it is calculated for each element for each load combination uniquely.Specifying 0 means the value is program determined. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Table: Overwrites - Concrete Design - ACI 318-99 Field: XKMajor Page 847 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: CmMinor Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless factor for minor axis bending, used in determining the interaction ratio. This item only applies to frame objects with column-type current design sections.Program determined value means it is calculated for each element for each load combination uniquely.Specifying 0 means the value is program determined. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: DnsMajor Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless moment magnification factor for non-sway major-axis bending moment. This item only applies to frame objects with column-type current design sections.Program determined value means it is calculated for each element for each load combination uniquely.Specifying 0 means the value is program determined. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: DnsMinor Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless moment magnification factor for non-sway minor-axis bending moment. This item only applies to frame objects with column-type current design sections.Program determined value means it is calculated for each element for each load combination uniquely.Specifying 0 means the value is program determined. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: DsMajor Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless moment magnification factor for sway major-axis bending moment. Specifying 0 means the value is program determined.The program determined value is taken as 1because it is assumed that P-Delta effects were specified to be included in the analysis, Table: Overwrites - Concrete Design - ACI 318-99 Field: CmMinor Page 848 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation and thus no further magnification is required. This item only applies to frame objects with column-type current design sections. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: DsMinor Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless moment magnification factor for sway minor-axis bending moment. Specifying 0 means the value is program determined.The program determined value is taken as 1because it is assumed that P-Delta effects were specified to be included in the analysis, and thus no further magnification is required. This item only applies to frame objects with column-type current design sections. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Overwrites - Concrete Design - AS 3600-01 Field: Frame Field is Imported: Yes Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: Yes Format: Controlled by program Units: Text The design section for the selected frame objects.When this overwrite is applied, any previous auto select section assigned to the frame object is removed. Field: FrameType Field is Imported: Yes Format: Controlled by program Units: Text This is either"Sway Special", "Sway Intermediate", "Sway Ordinary", or "NonSway". This item is used for ductility considerations in the design.Program determined value means it is taken from the concrete preferences. Table: Overwrites - Concrete Design - AS 3600-01 Field: DsMinor Page 849 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: RLLF Field is Imported: Yes Format: Controlled by program Units: Unitless The live load reduction factor.A reducible live load is multiplied by this factor to obtain the reduced live load for the frame object.Program determined value means it is calculated for each element uniquely. Field: XLMajor Field is Imported: Yes Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object major axis.This item is specified as a fraction of the frame object length.Multiplying this factor times the frame object length gives the unbraced length for the object.Program determined value means it is calculated for each element uniquely.Specifying 0 means the value is program determined. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: XLMinor Field is Imported: Yes Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object minor axis.This item is specified as a fraction of the frame object length.Multiplying this factor times the frame object length gives the unbraced length for the object.This factor is also used for determining the length for lateral-torsional buckling.Program determined value means it is calculated for each element uniquely.Specifying 0 means the value is program determined. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: XKMajor Field is Imported: Yes Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object major axis.This item is specified as a fraction of the frame object length.Multiplying the frame object length with this factor gives the effective length for the object.This item only applies to frame objects with column-type current design sections.Program determined value means it is calculated for each element uniquely.Specifying 0 means the value is program determined. Table: Overwrites - Concrete Design - AS 3600-01 Field: RLLF Page 850 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: XKMinor Field is Imported: Yes Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object minor axis.This item is specified as a fraction of the frame object length.Multiplying the frame object length with this factor gives the effective length for the object.This item only applies to frame objects with column-type current design sections.Program determined value means it is calculated for each element uniquely.Specifying 0 means the value is program determined. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: kmMajor Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless factor for major axis bending, used in determining the interaction ratio. This item only applies to frame objects with column-type current design sections.Program determined value means it is calculated for each element for each load combination uniquely.Specifying 0 means the value is program determined. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: kmMinor Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless factor for minor axis bending, used in determining the interaction ratio. This item only applies to frame objects with column-type current design sections.Program determined value means it is calculated for each element for each load combination uniquely.Specifying 0 means the value is program determined. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Overwrites - Concrete Design - AS 3600-01 Field: XKMinor Page 851 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: DbMajor Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless moment magnification factor for non-sway major-axis bending moment. This item only applies to frame objects with column-type current design sections.Program determined value means it is calculated for each element for each load combination uniquely.Specifying 0 means the value is program determined. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: DbMinor Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless moment magnification factor for non-sway minor-axis bending moment. This item only applies to frame objects with column-type current design sections.Program determined value means it is calculated for each element for each load combination uniquely.Specifying 0 means the value is program determined. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: DsMajor Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless moment magnification factor for sway major-axis bending moment. Specifying 0 means the value is program determined.The program determined value is taken as 1because it is assumed that P-Delta effects were specified to be included in the analysis, and thus no further magnification is required. This item only applies to frame objects with column-type current design sections. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: DsMinor Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless moment magnification factor for sway minor-axis bending moment. Specifying 0 means the value is program determined.The program determined value is taken as Table: Overwrites - Concrete Design - AS 3600-01 Field: DbMajor Page 852 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation 1because it is assumed that P-Delta effects were specified to be included in the analysis, and thus no further magnification is required. This item only applies to frame objects with column-type current design sections. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Overwrites - Concrete Design - BS8110 89 Field: Frame Field is Imported: Yes Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: Yes Format: Controlled by program Units: Text The design section for the selected frame objects.When this overwrite is applied, any previous auto select section assigned to the frame object is removed. Field: FrameType Field is Imported: Yes Format: Controlled by program Units: Text This is either"Sway Special", "Sway Intermediate", "Sway Ordinary", or "NonSway". This item is used for ductility considerations in the design.Program determined value means it is taken from the concrete preferences. Field: RLLF Field is Imported: Yes Format: Controlled by program Units: Unitless The live load reduction factor.A reducible live load is multiplied by this factor to obtain the reduced live load for the frame object.Program determined value means it is calculated for each element uniquely. Table: Overwrites - Concrete Design - BS8110 89 Field: Frame Page 853 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: XLMajor Field is Imported: Yes Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object major axis.This item is specified as a fraction of the frame object length.Multiplying this factor times the frame object length gives the unbraced length for the object.Program determined value means it is calculated for each element uniquely.Specifying 0 means the value is program determined. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: XLMinor Field is Imported: Yes Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object minor axis.This item is specified as a fraction of the frame object length.Multiplying this factor times the frame object length gives the unbraced length for the object.This factor is also used for determining the length for lateral-torsional buckling.Program determined value means it is calculated for each element uniquely.Specifying 0 means the value is program determined. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: BetaMajor Field is Imported: Yes Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object major axis.This item is specified as a fraction of the frame object length.Multiplying the frame object length with this factor gives the effective length for the object.This item only applies to frame objects with column-type current design sections.Program determined value means it is calculated for each element uniquely.Specifying 0 means the value is program determined. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Table: Overwrites - Concrete Design - BS8110 89 Field: XLMajor Page 854 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: BetaMinor Field is Imported: Yes Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object minor axis.This item is specified as a fraction of the frame object length.Multiplying the frame object length with this factor gives the effective length for the object.This item only applies to frame objects with column-type current design sections.Program determined value means it is calculated for each element uniquely.Specifying 0 means the value is program determined. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: CmMajor Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless factor for major axis bending, used in determining the interaction ratio. This item only applies to frame objects with column-type current design sections.Program determined value means it is calculated for each element for each load combination uniquely.Specifying 0 means the value is program determined. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: CmMinor Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless factor for minor axis bending, used in determining the interaction ratio. This item only applies to frame objects with column-type current design sections.Program determined value means it is calculated for each element for each load combination uniquely.Specifying 0 means the value is program determined. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: DnsMajor Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless moment magnification factor for non-sway major-axis bending moment. This item only applies to frame objects with column-type current design sections.Program Table: Overwrites - Concrete Design - BS8110 89 Field: BetaMinor Page 855 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation determined value means it is calculated for each element for each load combination uniquely.Specifying 0 means the value is program determined. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: DnsMinor Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless moment magnification factor for non-sway minor-axis bending moment. This item only applies to frame objects with column-type current design sections.Program determined value means it is calculated for each element for each load combination uniquely.Specifying 0 means the value is program determined. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: DsMajor Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless moment magnification factor for sway major-axis bending moment. Specifying 0 means the value is program determined.The program determined value is taken as 1because it is assumed that P-Delta effects were specified to be included in the analysis, and thus no further magnification is required. This item only applies to frame objects with column-type current design sections. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: DsMinor Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless moment magnification factor for sway minor-axis bending moment. Specifying 0 means the value is program determined.The program determined value is taken as 1because it is assumed that P-Delta effects were specified to be included in the analysis, and thus no further magnification is required. This item only applies to frame objects with column-type current design sections. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Overwrites - Concrete Design - BS8110 89 Field: DnsMinor Page 856 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Overwrites - Concrete Design - BS8110 97 Field: Frame Field is Imported: Yes Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: Yes Format: Controlled by program Units: Text The design section for the selected frame objects.When this overwrite is applied, any previous auto select section assigned to the frame object is removed. Field: FrameType Field is Imported: Yes Format: Controlled by program Units: Text This is either"Sway Special", "Sway Intermediate", "Sway Ordinary", or "NonSway". This item is used for ductility considerations in the design.Program determined value means it is taken from the concrete preferences. Field: RLLF Field is Imported: Yes Format: Controlled by program Units: Unitless The live load reduction factor.A reducible live load is multiplied by this factor to obtain the reduced live load for the frame object.Program determined value means it is calculated for each element uniquely. Field: XLMajor Field is Imported: Yes Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object major axis.This item is specified as a fraction of the frame object length.Multiplying this factor times the frame object length gives the unbraced length for the object.Program determined value means it is calculated for each element uniquely.Specifying 0 means the value is program determined. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Table: Overwrites - Concrete Design - BS8110 97 Field: Frame Page 857 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: XLMinor Field is Imported: Yes Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object minor axis.This item is specified as a fraction of the frame object length.Multiplying this factor times the frame object length gives the unbraced length for the object.This factor is also used for determining the length for lateral-torsional buckling.Program determined value means it is calculated for each element uniquely.Specifying 0 means the value is program determined. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: BetaMajor Field is Imported: Yes Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object major axis.This item is specified as a fraction of the frame object length.Multiplying the frame object length with this factor gives the effective length for the object.This item only applies to frame objects with column-type current design sections.Program determined value means it is calculated for each element uniquely.Specifying 0 means the value is program determined. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: BetaMinor Field is Imported: Yes Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object minor axis.This item is specified as a fraction of the frame object length.Multiplying the frame object length with this factor gives the effective length for the object.This item only applies to frame objects with column-type current design sections.Program determined value means it is calculated for each element uniquely.Specifying 0 means the value is program determined. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Overwrites - Concrete Design - BS8110 97 Field: XLMinor Page 858 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: CmMajor Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless factor for major axis bending, used in determining the interaction ratio. This item only applies to frame objects with column-type current design sections.Program determined value means it is calculated for each element for each load combination uniquely.Specifying 0 means the value is program determined. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: CmMinor Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless factor for minor axis bending, used in determining the interaction ratio. This item only applies to frame objects with column-type current design sections.Program determined value means it is calculated for each element for each load combination uniquely.Specifying 0 means the value is program determined. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: DnsMajor Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless moment magnification factor for non-sway major-axis bending moment. This item only applies to frame objects with column-type current design sections.Program determined value means it is calculated for each element for each load combination uniquely.Specifying 0 means the value is program determined. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: DnsMinor Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless moment magnification factor for non-sway minor-axis bending moment. This item only applies to frame objects with column-type current design sections.Program Table: Overwrites - Concrete Design - BS8110 97 Field: CmMajor Page 859 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation determined value means it is calculated for each element for each load combination uniquely.Specifying 0 means the value is program determined. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: DsMajor Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless moment magnification factor for sway major-axis bending moment. Specifying 0 means the value is program determined.The program determined value is taken as 1because it is assumed that P-Delta effects were specified to be included in the analysis, and thus no further magnification is required. This item only applies to frame objects with column-type current design sections. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: DsMinor Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless moment magnification factor for sway minor-axis bending moment. Specifying 0 means the value is program determined.The program determined value is taken as 1because it is assumed that P-Delta effects were specified to be included in the analysis, and thus no further magnification is required. This item only applies to frame objects with column-type current design sections. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Overwrites - Concrete Design - Chinese 2002 Field: Frame Field is Imported: Yes Format: Controlled by program Units: Text Label of a Frame object. Table: Overwrites - Concrete Design - Chinese 2002 Field: DsMajor Page 860 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: DesignSect Field is Imported: Yes Format: Controlled by program Units: Text The design section for the selected frame objects.When this overwrite is applied, any previous auto select section assigned to the frame object is removed. Field: XLMajor Field is Imported: Yes Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object major axis.This item is specified as a fraction of the frame object length.Multiplying this factor times the frame object length gives the unbraced length for the object.Program determined value means it is calculated for each element uniquely.Specifying 0 means the value is program determined. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: XLMinor Field is Imported: Yes Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object minor axis.This item is specified as a fraction of the frame object length.Multiplying this factor times the frame object length gives the unbraced length for the object.This factor is also used for determining the length for lateral-torsional buckling.Program determined value means it is calculated for each element uniquely.Specifying 0 means the value is program determined. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: XKMajor Field is Imported: Yes Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object major axis.This item is specified as a fraction of the frame object length.Multiplying the frame object length with this factor gives the effective length for the object.This item only applies to frame objects with column-type current design sections.Program determined value means it is calculated for each element uniquely.Specifying 0 means the value is program determined. Table: Overwrites - Concrete Design - Chinese 2002 Field: DesignSect Page 861 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: XKMinor Field is Imported: Yes Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object minor axis.This item is specified as a fraction of the frame object length.Multiplying the frame object length with this factor gives the effective length for the object.This item only applies to frame objects with column-type current design sections.Program determined value means it is calculated for each element uniquely.Specifying 0 means the value is program determined. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: KMajorGrav Field is Imported: Yes Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object minor axis when gravity governs.This item is specified as a fraction of the frame object length.Multiplying the frame object length with this factor gives the effective length for the object.This item only applies to frame objects with column-type current design sections.This item is taken as 1 by default.It is not calculated.Specifying 0 means the value is program default which is 1. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: KMinorGrav Field is Imported: Yes Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object minor axis when gravity governs.This item is specified as a fraction of the frame object length.Multiplying the frame object length with this factor gives the effective length for the object.This item only applies to frame objects with column-type current design sections.This item is taken as 1 by default.It is not calculated.Specifying 0 means the value is program default which is 1. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Overwrites - Concrete Design - Chinese 2002 Field: XKMinor Page 862 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: SDGrade Field is Imported: Yes Format: Controlled by program Units: Text This is either"Sway Special", "Sway Intermediate", "Sway Ordinary", or "NonSway". This item is used for ductility considerations in the design.Program determined value means it is taken from the concrete preferences. Field: DualSMF Field is Imported: Yes Format: Controlled by program Units: Unitless Shear Magnification Factor for Dual System.Program determined value means it is taken from the code specified table.Specifying 0 means the value is program determined. Field: MMF Field is Imported: Yes Format: Controlled by program Units: Unitless Moment Magnification Factor.Program determined value means it is taken from the code specified table.Specifying 0 means the value is program determined. Field: SMF Field is Imported: Yes Format: Controlled by program Units: Unitless Shear Magnification Factor.Program determined value means it is taken from the code specified table.Specifying 0 means the value is program determined. Field: AFMF Field is Imported: Yes Format: Controlled by program Units: Unitless Axial Force Magnification Factor.Program determined value means it is taken from the code specified table.Specifying 0 means the value is program determined. Field: ColLoc Field is Imported: Yes Format: Controlled by program Units: Text Geometric relative location of the column. This information is used in shear design of beam-column joint.Program determined value means it is calculated for each element uniquely. Table: Overwrites - Concrete Design - Chinese 2002 Field: SDGrade Page 863 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: TransferObj Field is Imported: Yes Format: Controlled by program Units: Yes/No Toggle to consider whether this frame member (column, beam, brace) has to be considered as part of the "Transfer Frame"This is either"Yes" or "No". Program determined value means default value which is "No". Field: CornerCol Field is Imported: Yes Format: Controlled by program Units: Yes/No Toggle to consider whether the design column member has to be considered as "Corner Column" or not.This is either"Yes" or "No". Program determined value means it is calculated for each element uniquely. Field: BmGravFact Field is Imported: Yes Format: Controlled by program Units: Unitless Beam Gravity Negative Moment Reduction Factor.Program determined value means it is taken from the code specified table.Specifying 0 means the value is program determined. Field: TorsMod Field is Imported: Yes Format: Controlled by program Units: Unitless Torsion Magnification Factor. It should not be less than 0.4 and should not be greater than 1.0.Specifying 0 means the value is program determined.The program determined value is taken as 1. Field: TorsZeta Field is Imported: Yes Format: Controlled by program Units: Unitless Torsion Design Factor (Zeta)This allows the designer to distribute the design strength between shear and torsion modes.Specifying 0 means the value is program determined.The program determined value is taken as 1The program does not do any automatic iteration for this factor.The user is expected to change this value and experiment with this factor. Table: Overwrites - Concrete Design - Chinese 2002 Field: TransferObj Page 864 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: TorsCover Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length Concrete Cover for Closed StirrupThis has a dimension of length.Specifying 0 means the value is program determined.The program determined value is based on 0.5 inch or 15 mm clear cover. Table: Overwrites - Concrete Design - CSA-A233-04 Field: Frame Field is Imported: Yes Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: Yes Format: Controlled by program Units: Text The design section for the selected frame objects.When this overwrite is applied, any previous auto select section assigned to the frame object is removed. Field: FrameType Field is Imported: Yes Format: Controlled by program Units: Text This is either"Sway Special", "Sway Intermediate", "Sway Ordinary", or "NonSway". This item is used for ductility considerations in the design.Program determined value means it is taken from the concrete preferences. Field: RLLF Field is Imported: Yes Format: Controlled by program Units: Unitless The live load reduction factor.A reducible live load is multiplied by this factor to obtain the reduced live load for the frame object.Program determined value means it is calculated for each element uniquely. Table: Overwrites - Concrete Design - CSA-A233-04 Field: TorsCover Page 865 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: XLMajor Field is Imported: Yes Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object major axis.This item is specified as a fraction of the frame object length.Multiplying this factor times the frame object length gives the unbraced length for the object.Program determined value means it is calculated for each element uniquely.Specifying 0 means the value is program determined. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: XLMinor Field is Imported: Yes Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object minor axis.This item is specified as a fraction of the frame object length.Multiplying this factor times the frame object length gives the unbraced length for the object.This factor is also used for determining the length for lateral-torsional buckling.Program determined value means it is calculated for each element uniquely.Specifying 0 means the value is program determined. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: XKMajor Field is Imported: Yes Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object major axis.This item is specified as a fraction of the frame object length.Multiplying the frame object length with this factor gives the effective length for the object.This item only applies to frame objects with column-type current design sections.Program determined value means it is calculated for each element uniquely.Specifying 0 means the value is program determined. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Table: Overwrites - Concrete Design - CSA-A233-04 Field: XLMajor Page 866 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: XKMinor Field is Imported: Yes Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object minor axis.This item is specified as a fraction of the frame object length.Multiplying the frame object length with this factor gives the effective length for the object.This item only applies to frame objects with column-type current design sections.Program determined value means it is calculated for each element uniquely.Specifying 0 means the value is program determined. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: CmMajor Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless factor for major axis bending, used in determining the interaction ratio. This item only applies to frame objects with column-type current design sections.Program determined value means it is calculated for each element for each load combination uniquely.Specifying 0 means the value is program determined. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: CmMinor Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless factor for minor axis bending, used in determining the interaction ratio. This item only applies to frame objects with column-type current design sections.Program determined value means it is calculated for each element for each load combination uniquely.Specifying 0 means the value is program determined. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: DbMajor Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless moment magnification factor for non-sway major-axis bending moment. This item only applies to frame objects with column-type current design sections.Program Table: Overwrites - Concrete Design - CSA-A233-04 Field: XKMinor Page 867 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation determined value means it is calculated for each element for each load combination uniquely.Specifying 0 means the value is program determined. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: DbMinor Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless moment magnification factor for non-sway minor-axis bending moment. This item only applies to frame objects with column-type current design sections.Program determined value means it is calculated for each element for each load combination uniquely.Specifying 0 means the value is program determined. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: DsMajor Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless moment magnification factor for sway major-axis bending moment. Specifying 0 means the value is program determined.The program determined value is taken as 1because it is assumed that P-Delta effects were specified to be included in the analysis, and thus no further magnification is required. This item only applies to frame objects with column-type current design sections. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: DsMinor Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless moment magnification factor for sway minor-axis bending moment. Specifying 0 means the value is program determined.The program determined value is taken as 1because it is assumed that P-Delta effects were specified to be included in the analysis, and thus no further magnification is required. This item only applies to frame objects with column-type current design sections. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Overwrites - Concrete Design - CSA-A233-04 Field: DbMinor Page 868 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Rd Field is Imported: Yes Format: Controlled by program Units: Unitless Ductility related force modification factor. See NBC Table 4.1.8.9 for details. Specifying 0 means the value is program determined. Field: Ro Field is Imported: Yes Format: Controlled by program Units: Unitless Overstrength Related Force Modification Factor. See NBC Table 4.1.8.9 for details. Specifying 0 means the value is program determined. Field: MaxAggSize Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length Maximum aggregate size used in concrete. Concrete shear strength depends on it. Table: Overwrites - Concrete Design - CSA-A233-94 Field: Frame Field is Imported: Yes Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: Yes Format: Controlled by program Units: Text The design section for the selected frame objects.When this overwrite is applied, any previous auto select section assigned to the frame object is removed. Table: Overwrites - Concrete Design - CSA-A233-94 Field: Rd Page 869 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: FrameType Field is Imported: Yes Format: Controlled by program Units: Text This is either"Sway Special", "Sway Intermediate", "Sway Ordinary", or "NonSway". This item is used for ductility considerations in the design.Program determined value means it is taken from the concrete preferences. Field: RLLF Field is Imported: Yes Format: Controlled by program Units: Unitless The live load reduction factor.A reducible live load is multiplied by this factor to obtain the reduced live load for the frame object.Program determined value means it is calculated for each element uniquely. Field: XLMajor Field is Imported: Yes Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object major axis.This item is specified as a fraction of the frame object length.Multiplying this factor times the frame object length gives the unbraced length for the object.Program determined value means it is calculated for each element uniquely.Specifying 0 means the value is program determined. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: XLMinor Field is Imported: Yes Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object minor axis.This item is specified as a fraction of the frame object length.Multiplying this factor times the frame object length gives the unbraced length for the object.This factor is also used for determining the length for lateral-torsional buckling.Program determined value means it is calculated for each element uniquely.Specifying 0 means the value is program determined. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Overwrites - Concrete Design - CSA-A233-94 Field: FrameType Page 870 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: XKMajor Field is Imported: Yes Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object major axis.This item is specified as a fraction of the frame object length.Multiplying the frame object length with this factor gives the effective length for the object.This item only applies to frame objects with column-type current design sections.Program determined value means it is calculated for each element uniquely.Specifying 0 means the value is program determined. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: XKMinor Field is Imported: Yes Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object minor axis.This item is specified as a fraction of the frame object length.Multiplying the frame object length with this factor gives the effective length for the object.This item only applies to frame objects with column-type current design sections.Program determined value means it is calculated for each element uniquely.Specifying 0 means the value is program determined. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: CmMajor Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless factor for major axis bending, used in determining the interaction ratio. This item only applies to frame objects with column-type current design sections.Program determined value means it is calculated for each element for each load combination uniquely.Specifying 0 means the value is program determined. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Table: Overwrites - Concrete Design - CSA-A233-94 Field: XKMajor Page 871 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: CmMinor Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless factor for minor axis bending, used in determining the interaction ratio. This item only applies to frame objects with column-type current design sections.Program determined value means it is calculated for each element for each load combination uniquely.Specifying 0 means the value is program determined. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: DbMajor Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless moment magnification factor for non-sway major-axis bending moment. This item only applies to frame objects with column-type current design sections.Program determined value means it is calculated for each element for each load combination uniquely.Specifying 0 means the value is program determined. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: DbMinor Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless moment magnification factor for non-sway minor-axis bending moment. This item only applies to frame objects with column-type current design sections.Program determined value means it is calculated for each element for each load combination uniquely.Specifying 0 means the value is program determined. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: DsMajor Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless moment magnification factor for sway major-axis bending moment. Specifying 0 means the value is program determined.The program determined value is taken as 1because it is assumed that P-Delta effects were specified to be included in the analysis, Table: Overwrites - Concrete Design - CSA-A233-94 Field: CmMinor Page 872 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation and thus no further magnification is required. This item only applies to frame objects with column-type current design sections. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: DsMinor Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless moment magnification factor for sway minor-axis bending moment. Specifying 0 means the value is program determined.The program determined value is taken as 1because it is assumed that P-Delta effects were specified to be included in the analysis, and thus no further magnification is required. This item only applies to frame objects with column-type current design sections. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Overwrites - Concrete Design - EUROCODE 2-1992 Field: Frame Field is Imported: Yes Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: Yes Format: Controlled by program Units: Text The design section for the selected frame objects.When this overwrite is applied, any previous auto select section assigned to the frame object is removed. Field: FrameType Field is Imported: Yes Format: Controlled by program Units: Text This is either"Sway Special", "Sway Intermediate", "Sway Ordinary", or "NonSway". This item is used for ductility considerations in the design.Program determined value means it is taken from the concrete preferences. Table: Overwrites - Concrete Design - EUROCODE 2-1992 Field: DsMinor Page 873 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: RLLF Field is Imported: Yes Format: Controlled by program Units: Unitless The live load reduction factor.A reducible live load is multiplied by this factor to obtain the reduced live load for the frame object.Program determined value means it is calculated for each element uniquely. Field: XLMajor Field is Imported: Yes Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object major axis.This item is specified as a fraction of the frame object length.Multiplying this factor times the frame object length gives the unbraced length for the object.Program determined value means it is calculated for each element uniquely.Specifying 0 means the value is program determined. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: XLMinor Field is Imported: Yes Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object minor axis.This item is specified as a fraction of the frame object length.Multiplying this factor times the frame object length gives the unbraced length for the object.This factor is also used for determining the length for lateral-torsional buckling.Program determined value means it is calculated for each element uniquely.Specifying 0 means the value is program determined. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: BetaMajor Field is Imported: Yes Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object major axis.This item is specified as a fraction of the frame object length.Multiplying the frame object length with this factor gives the effective length for the object.This item only applies to frame objects with column-type current design sections.Program determined value means it is calculated for each element uniquely.Specifying 0 means the value is program determined. Table: Overwrites - Concrete Design - EUROCODE 2-1992 Field: RLLF Page 874 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: BetaMinor Field is Imported: Yes Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object minor axis.This item is specified as a fraction of the frame object length.Multiplying the frame object length with this factor gives the effective length for the object.This item only applies to frame objects with column-type current design sections.Program determined value means it is calculated for each element uniquely.Specifying 0 means the value is program determined. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: CmMajor Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless factor for major axis bending, used in determining the interaction ratio. This item only applies to frame objects with column-type current design sections.Program determined value means it is calculated for each element for each load combination uniquely.Specifying 0 means the value is program determined. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: CmMinor Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless factor for minor axis bending, used in determining the interaction ratio. This item only applies to frame objects with column-type current design sections.Program determined value means it is calculated for each element for each load combination uniquely.Specifying 0 means the value is program determined. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Overwrites - Concrete Design - EUROCODE 2-1992 Field: BetaMinor Page 875 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: DnsMajor Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless moment magnification factor for non-sway major-axis bending moment. This item only applies to frame objects with column-type current design sections.Program determined value means it is calculated for each element for each load combination uniquely.Specifying 0 means the value is program determined. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: DnsMinor Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless moment magnification factor for non-sway minor-axis bending moment. This item only applies to frame objects with column-type current design sections.Program determined value means it is calculated for each element for each load combination uniquely.Specifying 0 means the value is program determined. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: DsMajor Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless moment magnification factor for sway major-axis bending moment. Specifying 0 means the value is program determined.The program determined value is taken as 1because it is assumed that P-Delta effects were specified to be included in the analysis, and thus no further magnification is required. This item only applies to frame objects with column-type current design sections. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: DsMinor Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless moment magnification factor for sway minor-axis bending moment. Specifying 0 means the value is program determined.The program determined value is taken as Table: Overwrites - Concrete Design - EUROCODE 2-1992 Field: DnsMajor Page 876 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation 1because it is assumed that P-Delta effects were specified to be included in the analysis, and thus no further magnification is required. This item only applies to frame objects with column-type current design sections. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Overwrites - Concrete Design - Eurocode 2-2004 Field: Frame Field is Imported: Yes Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: Yes Format: Controlled by program Units: Text The design section for the selected frame objects.When this overwrite is applied, any previous auto select section assigned to the frame object is removed. Field: FrameType Field is Imported: Yes Format: Controlled by program Units: Text This is either"Sway Special", "Sway Intermediate", "Sway Ordinary", or "NonSway". This item is used for ductility considerations in the design.Program determined value means it is taken from the concrete preferences. Field: RLLF Field is Imported: Yes Format: Controlled by program Units: Unitless The live load reduction factor.A reducible live load is multiplied by this factor to obtain the reduced live load for the frame object.Program determined value means it is calculated for each element uniquely. Table: Overwrites - Concrete Design - Eurocode 2-2004 Field: Frame Page 877 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: XLMajor Field is Imported: Yes Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object major axis.This item is specified as a fraction of the frame object length.Multiplying this factor times the frame object length gives the unbraced length for the object.Program determined value means it is calculated for each element uniquely.Specifying 0 means the value is program determined. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: XLMinor Field is Imported: Yes Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object minor axis.This item is specified as a fraction of the frame object length.Multiplying this factor times the frame object length gives the unbraced length for the object.This factor is also used for determining the length for lateral-torsional buckling.Program determined value means it is calculated for each element uniquely.Specifying 0 means the value is program determined. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: BetaMajor Field is Imported: Yes Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object major axis.This item is specified as a fraction of the frame object length.Multiplying the frame object length with this factor gives the effective length for the object.This item only applies to frame objects with column-type current design sections.Program determined value means it is calculated for each element uniquely.Specifying 0 means the value is program determined. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Table: Overwrites - Concrete Design - Eurocode 2-2004 Field: XLMajor Page 878 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: BetaMinor Field is Imported: Yes Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object minor axis.This item is specified as a fraction of the frame object length.Multiplying the frame object length with this factor gives the effective length for the object.This item only applies to frame objects with column-type current design sections.Program determined value means it is calculated for each element uniquely.Specifying 0 means the value is program determined. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: CmMajor Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless factor for major axis bending, used in determining the interaction ratio. This item only applies to frame objects with column-type current design sections.Program determined value means it is calculated for each element for each load combination uniquely.Specifying 0 means the value is program determined. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: CmMinor Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless factor for minor axis bending, used in determining the interaction ratio. This item only applies to frame objects with column-type current design sections.Program determined value means it is calculated for each element for each load combination uniquely.Specifying 0 means the value is program determined. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: DnsMajor Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless moment magnification factor for non-sway major-axis bending moment. This item only applies to frame objects with column-type current design sections.Program Table: Overwrites - Concrete Design - Eurocode 2-2004 Field: BetaMinor Page 879 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation determined value means it is calculated for each element for each load combination uniquely.Specifying 0 means the value is program determined. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: DnsMinor Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless moment magnification factor for non-sway minor-axis bending moment. This item only applies to frame objects with column-type current design sections.Program determined value means it is calculated for each element for each load combination uniquely.Specifying 0 means the value is program determined. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: DsMajor Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless moment magnification factor for sway major-axis bending moment. Specifying 0 means the value is program determined.The program determined value is taken as 1because it is assumed that P-Delta effects were specified to be included in the analysis, and thus no further magnification is required. This item only applies to frame objects with column-type current design sections. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: DsMinor Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless moment magnification factor for sway minor-axis bending moment. Specifying 0 means the value is program determined.The program determined value is taken as 1because it is assumed that P-Delta effects were specified to be included in the analysis, and thus no further magnification is required. This item only applies to frame objects with column-type current design sections. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Overwrites - Concrete Design - Eurocode 2-2004 Field: DnsMinor Page 880 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Overwrites - Concrete Design - Hong Kong CP 2004 Field: Frame Field is Imported: Yes Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: Yes Format: Controlled by program Units: Text The design section for the selected frame objects.When this overwrite is applied, any previous auto select section assigned to the frame object is removed. Field: FrameType Field is Imported: Yes Format: Controlled by program Units: Text This is either"Sway Special", "Sway Intermediate", "Sway Ordinary", or "NonSway". This item is used for ductility considerations in the design.Program determined value means it is taken from the concrete preferences. Field: RLLF Field is Imported: Yes Format: Controlled by program Units: Unitless The live load reduction factor.A reducible live load is multiplied by this factor to obtain the reduced live load for the frame object.Program determined value means it is calculated for each element uniquely. Field: XLMajor Field is Imported: Yes Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object major axis.This item is specified as a fraction of the frame object length.Multiplying this factor times the frame object length gives the unbraced length for the object.Program determined value means it is calculated for each element uniquely.Specifying 0 means the value is program determined. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Table: Overwrites - Concrete Design - Hong Kong CP 2004 Field: Frame Page 881 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: XLMinor Field is Imported: Yes Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object minor axis.This item is specified as a fraction of the frame object length.Multiplying this factor times the frame object length gives the unbraced length for the object.This factor is also used for determining the length for lateral-torsional buckling.Program determined value means it is calculated for each element uniquely.Specifying 0 means the value is program determined. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: BetaMajor Field is Imported: Yes Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object major axis.This item is specified as a fraction of the frame object length.Multiplying the frame object length with this factor gives the effective length for the object.This item only applies to frame objects with column-type current design sections.Program determined value means it is calculated for each element uniquely.Specifying 0 means the value is program determined. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: BetaMinor Field is Imported: Yes Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object minor axis.This item is specified as a fraction of the frame object length.Multiplying the frame object length with this factor gives the effective length for the object.This item only applies to frame objects with column-type current design sections.Program determined value means it is calculated for each element uniquely.Specifying 0 means the value is program determined. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Overwrites - Concrete Design - Hong Kong CP 2004 Field: XLMinor Page 882 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: CmMajor Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless factor for major axis bending, used in determining the interaction ratio. This item only applies to frame objects with column-type current design sections.Program determined value means it is calculated for each element for each load combination uniquely.Specifying 0 means the value is program determined. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: CmMinor Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless factor for minor axis bending, used in determining the interaction ratio. This item only applies to frame objects with column-type current design sections.Program determined value means it is calculated for each element for each load combination uniquely.Specifying 0 means the value is program determined. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: DnsMajor Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless moment magnification factor for non-sway major-axis bending moment. This item only applies to frame objects with column-type current design sections.Program determined value means it is calculated for each element for each load combination uniquely.Specifying 0 means the value is program determined. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: DnsMinor Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless moment magnification factor for non-sway minor-axis bending moment. This item only applies to frame objects with column-type current design sections.Program Table: Overwrites - Concrete Design - Hong Kong CP 2004 Field: CmMajor Page 883 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation determined value means it is calculated for each element for each load combination uniquely.Specifying 0 means the value is program determined. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: DsMajor Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless moment magnification factor for sway major-axis bending moment. Specifying 0 means the value is program determined.The program determined value is taken as 1because it is assumed that P-Delta effects were specified to be included in the analysis, and thus no further magnification is required. This item only applies to frame objects with column-type current design sections. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: DsMinor Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless moment magnification factor for sway minor-axis bending moment. Specifying 0 means the value is program determined.The program determined value is taken as 1because it is assumed that P-Delta effects were specified to be included in the analysis, and thus no further magnification is required. This item only applies to frame objects with column-type current design sections. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Overwrites - Concrete Design - Indian IS 456-2000 Field: Frame Field is Imported: Yes Format: Controlled by program Units: Text Label of a Frame object. Table: Overwrites - Concrete Design - Indian IS 456-2000 Field: DsMajor Page 884 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: DesignSect Field is Imported: Yes Format: Controlled by program Units: Text The design section for the selected frame objects.When this overwrite is applied, any previous auto select section assigned to the frame object is removed. Field: FrameType Field is Imported: Yes Format: Controlled by program Units: Text This is either"Sway Special", "Sway Intermediate", "Sway Ordinary", or "NonSway". This item is used for ductility considerations in the design.Program determined value means it is taken from the concrete preferences. Field: RLLF Field is Imported: Yes Format: Controlled by program Units: Unitless The live load reduction factor.A reducible live load is multiplied by this factor to obtain the reduced live load for the frame object.Program determined value means it is calculated for each element uniquely. Field: XLMajor Field is Imported: Yes Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object major axis.This item is specified as a fraction of the frame object length.Multiplying this factor times the frame object length gives the unbraced length for the object.Program determined value means it is calculated for each element uniquely.Specifying 0 means the value is program determined. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: XLMinor Field is Imported: Yes Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object minor axis.This item is specified as a fraction of the frame object length.Multiplying this factor times the frame object length gives the unbraced length for the object.This factor is also used for Table: Overwrites - Concrete Design - Indian IS 456-2000 Field: DesignSect Page 885 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation determining the length for lateral-torsional buckling.Program determined value means it is calculated for each element uniquely.Specifying 0 means the value is program determined. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: XKMajor Field is Imported: Yes Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object major axis.This item is specified as a fraction of the frame object length.Multiplying the frame object length with this factor gives the effective length for the object.This item only applies to frame objects with column-type current design sections.Program determined value means it is calculated for each element uniquely.Specifying 0 means the value is program determined. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: XKMinor Field is Imported: Yes Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object minor axis.This item is specified as a fraction of the frame object length.Multiplying the frame object length with this factor gives the effective length for the object.This item only applies to frame objects with column-type current design sections.Program determined value means it is calculated for each element uniquely.Specifying 0 means the value is program determined. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: TopLeftAs Field is Imported: Yes Format: Rebar Area (Section Dimensions section of form) Units: Length2 Actual top rebar area provided at the left end of the beam. This is used only for calculating beam capacity shear. This has a dimension of area. Specifying 0 means the value is program determined.Program determined value means it is calculated for each element uniquely. Table: Overwrites - Concrete Design - Indian IS 456-2000 Field: XKMajor Page 886 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: BotLeftAs Field is Imported: Yes Format: Rebar Area (Section Dimensions section of form) Units: Length2 Actual bottom rebar area provided at the left end of the beam. This is used only for calculating beam capacity shear. This has a dimension of area. Specifying 0 means the value is program determined.Program determined value means it is calculated for each element uniquely. Field: TopRhtAs Field is Imported: Yes Format: Rebar Area (Section Dimensions section of form) Units: Length2 Actual top rebar area provided at the right end of the beam. This is used only for calculating beam capacity shear. This has a dimension of area. Specifying 0 means the value is program determined.Program determined value means it is calculated for each element uniquely. Field: BotRhtAs Field is Imported: Yes Format: Rebar Area (Section Dimensions section of form) Units: Length2 Actual bottom rebar area provided at the right end of the beam. This is used only for calculating beam capacity shear. This has a dimension of area. Specifying 0 means the value is program determined.Program determined value means it is calculated for each element uniquely. Table: Overwrites - Concrete Design - Italian DM 14-2-92 Field: Frame Field is Imported: Yes Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: Yes Format: Controlled by program Units: Text The design section for the selected frame objects.When this overwrite is applied, any previous auto select section assigned to the frame object is removed. Table: Overwrites - Concrete Design - Italian DM 14-2-92 Field: BotLeftAs Page 887 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: FrameType Field is Imported: Yes Format: Controlled by program Units: Text This is either"Sway Special", "Sway Intermediate", "Sway Ordinary", or "NonSway". This item is used for ductility considerations in the design.Program determined value means it is taken from the concrete preferences. Field: RLLF Field is Imported: Yes Format: Controlled by program Units: Unitless The live load reduction factor.A reducible live load is multiplied by this factor to obtain the reduced live load for the frame object.Program determined value means it is calculated for each element uniquely. Field: XLMajor Field is Imported: Yes Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object major axis.This item is specified as a fraction of the frame object length.Multiplying this factor times the frame object length gives the unbraced length for the object.Program determined value means it is calculated for each element uniquely.Specifying 0 means the value is program determined. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: XLMinor Field is Imported: Yes Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object minor axis.This item is specified as a fraction of the frame object length.Multiplying this factor times the frame object length gives the unbraced length for the object.This factor is also used for determining the length for lateral-torsional buckling.Program determined value means it is calculated for each element uniquely.Specifying 0 means the value is program determined. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Overwrites - Concrete Design - Italian DM 14-2-92 Field: FrameType Page 888 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: XKMajor Field is Imported: Yes Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object major axis.This item is specified as a fraction of the frame object length.Multiplying the frame object length with this factor gives the effective length for the object.This item only applies to frame objects with column-type current design sections.Program determined value means it is calculated for each element uniquely.Specifying 0 means the value is program determined. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: XKMinor Field is Imported: Yes Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object minor axis.This item is specified as a fraction of the frame object length.Multiplying the frame object length with this factor gives the effective length for the object.This item only applies to frame objects with column-type current design sections.Program determined value means it is calculated for each element uniquely.Specifying 0 means the value is program determined. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: OmegaMajor Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless factor for major axis bending, used in determining the interaction ratio. This item only applies to frame objects with column-type current design sections.Program determined value means it is calculated for each element for each load combination uniquely.Specifying 0 means the value is program determined. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Table: Overwrites - Concrete Design - Italian DM 14-2-92 Field: XKMajor Page 889 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: OmegaMinor Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless factor for minor axis bending, used in determining the interaction ratio. This item only applies to frame objects with column-type current design sections.Program determined value means it is calculated for each element for each load combination uniquely.Specifying 0 means the value is program determined. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: CMajor Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless moment magnification factor for non-sway major-axis bending moment. This item only applies to frame objects with column-type current design sections.Program determined value means it is calculated for each element for each load combination uniquely.Specifying 0 means the value is program determined. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: CMinor Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless moment magnification factor for non-sway minor-axis bending moment. This item only applies to frame objects with column-type current design sections.Program determined value means it is calculated for each element for each load combination uniquely.Specifying 0 means the value is program determined. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: CSwayMajor Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless moment magnification factor for sway major-axis bending moment. Specifying 0 means the value is program determined.The program determined value is taken as 1because it is assumed that P-Delta effects were specified to be included in the analysis, Table: Overwrites - Concrete Design - Italian DM 14-2-92 Field: OmegaMinor Page 890 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation and thus no further magnification is required. This item only applies to frame objects with column-type current design sections. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: CSwayMinor Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless moment magnification factor for sway minor-axis bending moment. Specifying 0 means the value is program determined.The program determined value is taken as 1because it is assumed that P-Delta effects were specified to be included in the analysis, and thus no further magnification is required. This item only applies to frame objects with column-type current design sections. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Overwrites - Concrete Design - KCI-1999 Field: Frame Field is Imported: Yes Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: Yes Format: Controlled by program Units: Text The design section for the selected frame objects.When this overwrite is applied, any previous auto select section assigned to the frame object is removed. Field: FrameType Field is Imported: Yes Format: Controlled by program Units: Text This is either"Sway Special", "Sway Intermediate", "Sway Ordinary", or "NonSway". This item is used for ductility considerations in the design.Program determined value means it is taken from the concrete preferences. Table: Overwrites - Concrete Design - KCI-1999 Field: CSwayMinor Page 891 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: RLLF Field is Imported: Yes Format: Controlled by program Units: Unitless The live load reduction factor.A reducible live load is multiplied by this factor to obtain the reduced live load for the frame object.Program determined value means it is calculated for each element uniquely. Field: XLMajor Field is Imported: Yes Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object major axis.This item is specified as a fraction of the frame object length.Multiplying this factor times the frame object length gives the unbraced length for the object.Program determined value means it is calculated for each element uniquely.Specifying 0 means the value is program determined. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: XLMinor Field is Imported: Yes Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object minor axis.This item is specified as a fraction of the frame object length.Multiplying this factor times the frame object length gives the unbraced length for the object.This factor is also used for determining the length for lateral-torsional buckling.Program determined value means it is calculated for each element uniquely.Specifying 0 means the value is program determined. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: XKMajor Field is Imported: Yes Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object major axis.This item is specified as a fraction of the frame object length.Multiplying the frame object length with this factor gives the effective length for the object.This item only applies to frame objects with column-type current design sections.Program determined value means it is calculated for each element uniquely.Specifying 0 means the value is program determined. Table: Overwrites - Concrete Design - KCI-1999 Field: RLLF Page 892 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: XKMinor Field is Imported: Yes Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object minor axis.This item is specified as a fraction of the frame object length.Multiplying the frame object length with this factor gives the effective length for the object.This item only applies to frame objects with column-type current design sections.Program determined value means it is calculated for each element uniquely.Specifying 0 means the value is program determined. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: CmMajor Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless factor for major axis bending, used in determining the interaction ratio. This item only applies to frame objects with column-type current design sections.Program determined value means it is calculated for each element for each load combination uniquely.Specifying 0 means the value is program determined. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: CmMinor Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless factor for minor axis bending, used in determining the interaction ratio. This item only applies to frame objects with column-type current design sections.Program determined value means it is calculated for each element for each load combination uniquely.Specifying 0 means the value is program determined. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Overwrites - Concrete Design - KCI-1999 Field: XKMinor Page 893 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: DnsMajor Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless moment magnification factor for non-sway major-axis bending moment. This item only applies to frame objects with column-type current design sections.Program determined value means it is calculated for each element for each load combination uniquely.Specifying 0 means the value is program determined. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: DnsMinor Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless moment magnification factor for non-sway minor-axis bending moment. This item only applies to frame objects with column-type current design sections.Program determined value means it is calculated for each element for each load combination uniquely.Specifying 0 means the value is program determined. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: DsMajor Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless moment magnification factor for sway major-axis bending moment. Specifying 0 means the value is program determined.The program determined value is taken as 1because it is assumed that P-Delta effects were specified to be included in the analysis, and thus no further magnification is required. This item only applies to frame objects with column-type current design sections. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: DsMinor Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless moment magnification factor for sway minor-axis bending moment. Specifying 0 means the value is program determined.The program determined value is taken as Table: Overwrites - Concrete Design - KCI-1999 Field: DnsMajor Page 894 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation 1because it is assumed that P-Delta effects were specified to be included in the analysis, and thus no further magnification is required. This item only applies to frame objects with column-type current design sections. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Overwrites - Concrete Design - Mexican RCDF 2001 Field: Frame Field is Imported: Yes Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: Yes Format: Controlled by program Units: Text The design section for the selected frame objects.When this overwrite is applied, any previous auto select section assigned to the frame object is removed. Field: FrameType Field is Imported: Yes Format: Controlled by program Units: Text This is either"Sway Special", "Sway Intermediate", "Sway Ordinary", or "NonSway". This item is used for ductility considerations in the design.Program determined value means it is taken from the concrete preferences. Field: RLLF Field is Imported: Yes Format: Controlled by program Units: Unitless The live load reduction factor.A reducible live load is multiplied by this factor to obtain the reduced live load for the frame object.Program determined value means it is calculated for each element uniquely. Table: Overwrites - Concrete Design - Mexican RCDF 2001 Field: Frame Page 895 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: XLMajor Field is Imported: Yes Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object major axis.This item is specified as a fraction of the frame object length.Multiplying this factor times the frame object length gives the unbraced length for the object.Program determined value means it is calculated for each element uniquely.Specifying 0 means the value is program determined. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: XLMinor Field is Imported: Yes Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object minor axis.This item is specified as a fraction of the frame object length.Multiplying this factor times the frame object length gives the unbraced length for the object.This factor is also used for determining the length for lateral-torsional buckling.Program determined value means it is calculated for each element uniquely.Specifying 0 means the value is program determined. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: XKMajor Field is Imported: Yes Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object major axis.This item is specified as a fraction of the frame object length.Multiplying the frame object length with this factor gives the effective length for the object.This item only applies to frame objects with column-type current design sections.Program determined value means it is calculated for each element uniquely.Specifying 0 means the value is program determined. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Table: Overwrites - Concrete Design - Mexican RCDF 2001 Field: XLMajor Page 896 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: XKMinor Field is Imported: Yes Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object minor axis.This item is specified as a fraction of the frame object length.Multiplying the frame object length with this factor gives the effective length for the object.This item only applies to frame objects with column-type current design sections.Program determined value means it is calculated for each element uniquely.Specifying 0 means the value is program determined. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: CmMajor Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless factor for major axis bending, used in determining the interaction ratio. This item only applies to frame objects with column-type current design sections.Program determined value means it is calculated for each element for each load combination uniquely.Specifying 0 means the value is program determined. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: CmMinor Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless factor for minor axis bending, used in determining the interaction ratio. This item only applies to frame objects with column-type current design sections.Program determined value means it is calculated for each element for each load combination uniquely.Specifying 0 means the value is program determined. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: FabMajor Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless moment magnification factor for non-sway major-axis bending moment. This item only applies to frame objects with column-type current design sections.Program Table: Overwrites - Concrete Design - Mexican RCDF 2001 Field: XKMinor Page 897 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation determined value means it is calculated for each element for each load combination uniquely.Specifying 0 means the value is program determined. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: FabMinor Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless moment magnification factor for non-sway minor-axis bending moment. This item only applies to frame objects with column-type current design sections.Program determined value means it is calculated for each element for each load combination uniquely.Specifying 0 means the value is program determined. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: FasMajor Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless moment magnification factor for sway major-axis bending moment. Specifying 0 means the value is program determined.The program determined value is taken as 1because it is assumed that P-Delta effects were specified to be included in the analysis, and thus no further magnification is required. This item only applies to frame objects with column-type current design sections. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: FasMinor Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless moment magnification factor for sway minor-axis bending moment. Specifying 0 means the value is program determined.The program determined value is taken as 1because it is assumed that P-Delta effects were specified to be included in the analysis, and thus no further magnification is required. This item only applies to frame objects with column-type current design sections. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Overwrites - Concrete Design - Mexican RCDF 2001 Field: FabMinor Page 898 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Overwrites - Concrete Design - NZS 3101-95 Field: Frame Field is Imported: Yes Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: Yes Format: Controlled by program Units: Text The design section for the selected frame objects.When this overwrite is applied, any previous auto select section assigned to the frame object is removed. Field: FrameType Field is Imported: Yes Format: Controlled by program Units: Text This is either"Sway Special", "Sway Intermediate", "Sway Ordinary", or "NonSway". This item is used for ductility considerations in the design.Program determined value means it is taken from the concrete preferences. Field: RLLF Field is Imported: Yes Format: Controlled by program Units: Unitless The live load reduction factor.A reducible live load is multiplied by this factor to obtain the reduced live load for the frame object.Program determined value means it is calculated for each element uniquely. Field: XLMajor Field is Imported: Yes Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object major axis.This item is specified as a fraction of the frame object length.Multiplying this factor times the frame object length gives the unbraced length for the object.Program determined value means it is calculated for each element uniquely.Specifying 0 means the value is program determined. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Table: Overwrites - Concrete Design - NZS 3101-95 Field: Frame Page 899 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: XLMinor Field is Imported: Yes Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object minor axis.This item is specified as a fraction of the frame object length.Multiplying this factor times the frame object length gives the unbraced length for the object.This factor is also used for determining the length for lateral-torsional buckling.Program determined value means it is calculated for each element uniquely.Specifying 0 means the value is program determined. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: XKMajor Field is Imported: Yes Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object major axis.This item is specified as a fraction of the frame object length.Multiplying the frame object length with this factor gives the effective length for the object.This item only applies to frame objects with column-type current design sections.Program determined value means it is calculated for each element uniquely.Specifying 0 means the value is program determined. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: XKMinor Field is Imported: Yes Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object minor axis.This item is specified as a fraction of the frame object length.Multiplying the frame object length with this factor gives the effective length for the object.This item only applies to frame objects with column-type current design sections.Program determined value means it is calculated for each element uniquely.Specifying 0 means the value is program determined. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Overwrites - Concrete Design - NZS 3101-95 Field: XLMinor Page 900 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: CmMajor Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless factor for major axis bending, used in determining the interaction ratio. This item only applies to frame objects with column-type current design sections.Program determined value means it is calculated for each element for each load combination uniquely.Specifying 0 means the value is program determined. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: CmMinor Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless factor for minor axis bending, used in determining the interaction ratio. This item only applies to frame objects with column-type current design sections.Program determined value means it is calculated for each element for each load combination uniquely.Specifying 0 means the value is program determined. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: DbMajor Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless moment magnification factor for non-sway major-axis bending moment. This item only applies to frame objects with column-type current design sections.Program determined value means it is calculated for each element for each load combination uniquely.Specifying 0 means the value is program determined. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: DbMinor Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless moment magnification factor for non-sway minor-axis bending moment. This item only applies to frame objects with column-type current design sections.Program Table: Overwrites - Concrete Design - NZS 3101-95 Field: CmMajor Page 901 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation determined value means it is calculated for each element for each load combination uniquely.Specifying 0 means the value is program determined. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: DsMajor Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless moment magnification factor for sway major-axis bending moment. Specifying 0 means the value is program determined.The program determined value is taken as 1because it is assumed that P-Delta effects were specified to be included in the analysis, and thus no further magnification is required. This item only applies to frame objects with column-type current design sections. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: DsMinor Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless moment magnification factor for sway minor-axis bending moment. Specifying 0 means the value is program determined.The program determined value is taken as 1because it is assumed that P-Delta effects were specified to be included in the analysis, and thus no further magnification is required. This item only applies to frame objects with column-type current design sections. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Overwrites - Concrete Design - Singapore CP 65-99 Field: Frame Field is Imported: Yes Format: Controlled by program Units: Text Label of a Frame object. Table: Overwrites - Concrete Design - Singapore CP 65-99 Field: DsMajor Page 902 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: DesignSect Field is Imported: Yes Format: Controlled by program Units: Text The design section for the selected frame objects.When this overwrite is applied, any previous auto select section assigned to the frame object is removed. Field: FrameType Field is Imported: Yes Format: Controlled by program Units: Text This is either"Sway Special", "Sway Intermediate", "Sway Ordinary", or "NonSway". This item is used for ductility considerations in the design.Program determined value means it is taken from the concrete preferences. Field: RLLF Field is Imported: Yes Format: Controlled by program Units: Unitless The live load reduction factor.A reducible live load is multiplied by this factor to obtain the reduced live load for the frame object.Program determined value means it is calculated for each element uniquely. Field: XLMajor Field is Imported: Yes Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object major axis.This item is specified as a fraction of the frame object length.Multiplying this factor times the frame object length gives the unbraced length for the object.Program determined value means it is calculated for each element uniquely.Specifying 0 means the value is program determined. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: XLMinor Field is Imported: Yes Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object minor axis.This item is specified as a fraction of the frame object length.Multiplying this factor times the frame object length gives the unbraced length for the object.This factor is also used for Table: Overwrites - Concrete Design - Singapore CP 65-99 Field: DesignSect Page 903 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation determining the length for lateral-torsional buckling.Program determined value means it is calculated for each element uniquely.Specifying 0 means the value is program determined. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: BetaMajor Field is Imported: Yes Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object major axis.This item is specified as a fraction of the frame object length.Multiplying the frame object length with this factor gives the effective length for the object.This item only applies to frame objects with column-type current design sections.Program determined value means it is calculated for each element uniquely.Specifying 0 means the value is program determined. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: BetaMinor Field is Imported: Yes Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object minor axis.This item is specified as a fraction of the frame object length.Multiplying the frame object length with this factor gives the effective length for the object.This item only applies to frame objects with column-type current design sections.Program determined value means it is calculated for each element uniquely.Specifying 0 means the value is program determined. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: CmMajor Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless factor for major axis bending, used in determining the interaction ratio. This item only applies to frame objects with column-type current design sections.Program determined value means it is calculated for each element for each load combination uniquely.Specifying 0 means the value is program determined. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Table: Overwrites - Concrete Design - Singapore CP 65-99 Field: BetaMajor Page 904 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: CmMinor Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless factor for minor axis bending, used in determining the interaction ratio. This item only applies to frame objects with column-type current design sections.Program determined value means it is calculated for each element for each load combination uniquely.Specifying 0 means the value is program determined. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: DnsMajor Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless moment magnification factor for non-sway major-axis bending moment. This item only applies to frame objects with column-type current design sections.Program determined value means it is calculated for each element for each load combination uniquely.Specifying 0 means the value is program determined. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: DnsMinor Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless moment magnification factor for non-sway minor-axis bending moment. This item only applies to frame objects with column-type current design sections.Program determined value means it is calculated for each element for each load combination uniquely.Specifying 0 means the value is program determined. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: DsMajor Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless moment magnification factor for sway major-axis bending moment. Specifying 0 means the value is program determined.The program determined value is taken as 1because it is assumed that P-Delta effects were specified to be included in the analysis, Table: Overwrites - Concrete Design - Singapore CP 65-99 Field: CmMinor Page 905 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation and thus no further magnification is required. This item only applies to frame objects with column-type current design sections. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: DsMinor Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless moment magnification factor for sway minor-axis bending moment. Specifying 0 means the value is program determined.The program determined value is taken as 1because it is assumed that P-Delta effects were specified to be included in the analysis, and thus no further magnification is required. This item only applies to frame objects with column-type current design sections. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Overwrites - Concrete Design - UBC97 Field: Frame Field is Imported: Yes Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: Yes Format: Controlled by program Units: Text The design section for the selected frame objects.When this overwrite is applied, any previous auto select section assigned to the frame object is removed. Field: FrameType Field is Imported: Yes Format: Controlled by program Units: Text This is either"Sway Special", "Sway Intermediate", "Sway Ordinary", or "NonSway". This item is used for ductility considerations in the design.Program determined value means it is taken from the concrete preferences. Table: Overwrites - Concrete Design - UBC97 Field: DsMinor Page 906 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: RLLF Field is Imported: Yes Format: Controlled by program Units: Unitless The live load reduction factor.A reducible live load is multiplied by this factor to obtain the reduced live load for the frame object.Program determined value means it is calculated for each element uniquely. Field: XLMajor Field is Imported: Yes Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object major axis.This item is specified as a fraction of the frame object length.Multiplying this factor times the frame object length gives the unbraced length for the object.Program determined value means it is calculated for each element uniquely.Specifying 0 means the value is program determined. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: XLMinor Field is Imported: Yes Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object minor axis.This item is specified as a fraction of the frame object length.Multiplying this factor times the frame object length gives the unbraced length for the object.This factor is also used for determining the length for lateral-torsional buckling.Program determined value means it is calculated for each element uniquely.Specifying 0 means the value is program determined. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: XKMajor Field is Imported: Yes Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object major axis.This item is specified as a fraction of the frame object length.Multiplying the frame object length with this factor gives the effective length for the object.This item only applies to frame objects with column-type current design sections.Program determined value means it is calculated for each element uniquely.Specifying 0 means the value is program determined. Table: Overwrites - Concrete Design - UBC97 Field: RLLF Page 907 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: XKMinor Field is Imported: Yes Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object minor axis.This item is specified as a fraction of the frame object length.Multiplying the frame object length with this factor gives the effective length for the object.This item only applies to frame objects with column-type current design sections.Program determined value means it is calculated for each element uniquely.Specifying 0 means the value is program determined. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: CmMajor Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless factor for major axis bending, used in determining the interaction ratio. This item only applies to frame objects with column-type current design sections.Program determined value means it is calculated for each element for each load combination uniquely.Specifying 0 means the value is program determined. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: CmMinor Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless factor for minor axis bending, used in determining the interaction ratio. This item only applies to frame objects with column-type current design sections.Program determined value means it is calculated for each element for each load combination uniquely.Specifying 0 means the value is program determined. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Overwrites - Concrete Design - UBC97 Field: XKMinor Page 908 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: DnsMajor Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless moment magnification factor for non-sway major-axis bending moment. This item only applies to frame objects with column-type current design sections.Program determined value means it is calculated for each element for each load combination uniquely.Specifying 0 means the value is program determined. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: DnsMinor Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless moment magnification factor for non-sway minor-axis bending moment. This item only applies to frame objects with column-type current design sections.Program determined value means it is calculated for each element for each load combination uniquely.Specifying 0 means the value is program determined. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: DsMajor Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless moment magnification factor for sway major-axis bending moment. Specifying 0 means the value is program determined.The program determined value is taken as 1because it is assumed that P-Delta effects were specified to be included in the analysis, and thus no further magnification is required. This item only applies to frame objects with column-type current design sections. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: DsMinor Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless moment magnification factor for sway minor-axis bending moment. Specifying 0 means the value is program determined.The program determined value is taken as Table: Overwrites - Concrete Design - UBC97 Field: DnsMajor Page 909 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation 1because it is assumed that P-Delta effects were specified to be included in the analysis, and thus no further magnification is required. This item only applies to frame objects with column-type current design sections. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Overwrites - Steel Design - AISC360-05-IBC2006 Field: Frame Field is Imported: Yes Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: Yes Format: Controlled by program Units: Text The design section for the selected frame objects.When this overwrite is applied, any previous auto select section assigned to the frame object is removed.Program determined value means it is taken from the analysis section. Field: FrameType Field is Imported: Yes Format: Controlled by program Units: Text This is either"Moment Frame" or "Braced Frame". This item is used for ductility considerations in the design.Program determined value means it is taken from the steel preferences. Field: Fy Field is Imported: Yes Format: Stress Input (Stresses section of form) Units: Force/Length2 Material yield strength used in the design/check.Specifying 0 means the value is program determined.The program determined value is taken from the material property assigned to the frame object. Table: Overwrites - Steel Design - AISC360-05-IBC2006 Field: Frame Page 910 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: RLLF Field is Imported: Yes Format: Controlled by program Units: Unitless The live load reduction factor.A reducible live load is multiplied by this factor to obtain the reduced live load for the frame object.Specifying 0 means the value is program determined. Field: AreaRatio Field is Imported: Yes Format: Controlled by program Units: Unitless The ratio of the net area at the end joint to gross cross-sectional area of the section.This ratio affects the design of axial tension members.Specifying 0 means the value is program default which is 1. Field: XLMajor Field is Imported: Yes Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object major axis.This item is specified as a fraction of the frame object length.Multiplying this factor times the frame object length gives the unbraced length for the object.Specifying 0 means the value is program determined. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: XLMinor Field is Imported: Yes Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object minor axis.This item is specified as a fraction of the frame object length.Multiplying this factor times the frame object length gives the unbraced length for the object.Specifying 0 means the value is program determined. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Overwrites - Steel Design - AISC360-05-IBC2006 Field: RLLF Page 911 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: XLLTB Field is Imported: Yes Format: Controlled by program Units: Unitless Unbraced length factor for lateral-torsional buckling for the frame object.This item is specified as a fraction of the frame object length.Multiplying this factor times the frame object length gives the unbraced length for the object.Specifying 0 means the value is program determined. Field: K1Major Field is Imported: Yes Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object major axis with an assumption that the frame is braced at the joints against sidesway. This item is specified as a fraction of the frame object length.Multiplying the frame object length with this factor gives the effective length for the object.Specifying 0 means the value is program determined.For beam design, this factor is always taken as 1 regardless of what may be specified in the overwrites.This factor is used for B1 factor. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: K1Minor Field is Imported: Yes Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object minor axis with an assumption that the frame is braced at the joints against sidesway. This item is specified as a fraction of the frame object length.Multiplying the frame object length with this factor gives the effective length for the object.Specifying 0 means the value is program determined.For beam design, this factor is always taken as 1 regardless of what may be specified in the overwrites.This factor is used for B1 factor. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: K2Major Field is Imported: Yes Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object major axis.This item is specified as a fraction of the frame object length.Multiplying the frame object length with this factor gives the effective length for the object.Specifying 0 means the value is Table: Overwrites - Steel Design - AISC360-05-IBC2006 Field: XLLTB Page 912 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation program determined.For beam design, this factor is always taken as 1 regardless of what may be specified in the overwrites.This factor is used for axial compression capacity. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: K2Minor Field is Imported: Yes Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object minor axis.This item is specified as a fraction of the frame object length.Multiplying the frame object length with this factor gives the effective length for the object.Specifying 0 means the value is program determined.For beam design, this factor is always taken as 1 regardless of what may be specified in the overwrites.This factor is used for axial compression capacity. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: KLTB Field is Imported: Yes Format: Controlled by program Units: Unitless Effective length factor for lateral-torsional buckling. This item is specified as a fraction of the frame object length.Multiplying the frame object length with this factor gives the effective length for the object.Specifying 0 means the value is program determined.For beam design, this factor is taken as 1 by default. The should be set by the user. Field: CmMajor Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless factor, Cm for major axis bending, used in determining the interaction ratio. It captures the effect of non-uniform moment distribution along the length.Specifying 0 means the value is program determined. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Table: Overwrites - Steel Design - AISC360-05-IBC2006 Field: K2Minor Page 913 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: CmMinor Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless factor, Cm for minor axis bending, used in determining the interaction ratio. It captures the effect of non-uniform moment distribution along the length.Specifying 0 means the value is program determined. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: Cb Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless factor, Cb, used in determining the allowable bending capacity. It captures the effect of non-uniform moment distribution along the length.Specifying 0 means the value is program determined. Field: B1Major Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless moment magnification factor for non-sway major axis bending moment.Specifying 0 means the value is program determined. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: B1Minor Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless moment magnification factor for non-sway minor axis bending moment.Specifying 0 means the value is program determined. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Overwrites - Steel Design - AISC360-05-IBC2006 Field: CmMinor Page 914 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: B2Major Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless moment magnification factor for sway major-axis bending moment. Specifying 0 means the value is program determined.The program determined value is taken as 1 because it is assumed that P-Delta effects were specified to be included in the analysis, and thus no further magnification is required. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: B2Minor Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless moment magnification factor for sway minor-axis bending moment. Specifying 0 means the value is program determined.The program determined value is taken as 1 because it is assumed that P-Delta effects were specified to be included in the analysis, and thus no further magnification is required. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: HSSReduceT Field is Imported: Yes Format: Controlled by program Units: Yes/No Toggle to consider whether the reduction of HSS (box or Pipe) thickness should be considered. This is either"Yes" or "No". Field: HSSWelding Field is Imported: Yes Format: Controlled by program Units: Text This is either"ERW" or "SAW" indicating the procedure used for welding. Table: Overwrites - Steel Design - AISC360-05-IBC2006 Field: B2Major Page 915 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Omega0 Field is Imported: Yes Format: Controlled by program Units: Unitless Omega0 factor related to seismic force and ductility. Specifying 0 means the value is program determined.Program determined value means it is taken from the seismic load definition or general preferences. Field: Ry Field is Imported: Yes Format: Controlled by program Units: Unitless The ratio of the expected yield strength to the minimum specified yield strength. This ratio is used in capacity based design for special seismic cases. Specifying 0 means the value is program determined. Field: Pnc Field is Imported: Yes Format: Force (Forces section of form) Units: Force Allowable axial compressive capacity. Specifying 0 means the value is program determined. Field: Pnt Field is Imported: Yes Format: Force (Forces section of form) Units: Force Allowable axial tensile capacity. Specifying 0 means the value is program determined. Field: Mn3 Field is Imported: Yes Format: Moment (Forces section of form) Units: Force-Length Allowable bending moment capacity in major axis bending. Specifying 0 means the value is program determined. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Table: Overwrites - Steel Design - AISC360-05-IBC2006 Field: Omega0 Page 916 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Mn2 Field is Imported: Yes Format: Moment (Forces section of form) Units: Force-Length Allowable bending moment capacity in minor axis bending. Specifying 0 means the value is program determined. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: Vn2 Field is Imported: Yes Format: Force (Forces section of form) Units: Force Allowable shear capacity force for major direction shear. Specifying 0 means the value is program determined. For symmetrical sections major shear is shear in the local 2-axis direction.For unsymmetrical sections (e.g., angles)major shear is the shear associated with major bending.Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: Vn3 Field is Imported: Yes Format: Force (Forces section of form) Units: Force Allowable shear capacity force for minor direction shear. Specifying 0 means the value is program determined. For symmetrical sections minor shear is shear in the local 3-axis direction.For unsymmetrical sections (e.g., angles)minor shear is the shear associated with minor bending.Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: CheckDefl Field is Imported: Yes Format: Controlled by program Units: Yes/No Toggle to consider whether deflection limitations should be considered in design.This is either"Yes" or "No". Table: Overwrites - Steel Design - AISC360-05-IBC2006 Field: Mn2 Page 917 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: DeflType Field is Imported: Yes Format: Controlled by program Units: Text Toggle to consider deflection limitations as absolute or as divisor of beam length (relative).This is either"Ratio", "Absolute", or "Both". Field: DLRat Field is Imported: Yes Format: Controlled by program Units: Unitless Deflection limitation for dead load.Inputting 120 means that the limit is L/120.Inputting zero is special, since it means no check has to be made for this item. Field: SDLAndLLRat Field is Imported: Yes Format: Controlled by program Units: Unitless Deflection limitation for superimposed dead plus live load.Inputting 120 means that the limit is L/120.Inputting zero is special, since it means no check has to be made for this item. Field: LLRat Field is Imported: Yes Format: Controlled by program Units: Unitless Deflection limitation for superimposed live load.Inputting 360 means that the limit is L/360.Inputting zero is special, since it means no check has to be made for this item. Field: TotalRat Field is Imported: Yes Format: Controlled by program Units: Unitless Deflection limitation for total load.Inputting 240 means that the limit is L/240.Inputting zero is special, since it means no check has to be made for this item. Field: NetRat Field is Imported: Yes Format: Controlled by program Units: Unitless Limitation for net deflection. Camber is subtracted from the total load deflection to get net deflection.Inputting 240 means that the limit is L/240.Inputting zero is special, since it means no check has to be made for this item. Table: Overwrites - Steel Design - AISC360-05-IBC2006 Field: DeflType Page 918 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: DLAbs Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length Deflection limitation for dead load.It is unit dependent.Inputting zero is special, since it means no check has to be made for this item. Field: SDLAndLLAbs Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length Deflection limitation for superimposed dead plus live load.It is unit dependent.Inputting zero is special, since it means no check has to be made for this item. Field: LLAbs Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length Deflection limitation for superimposed live load.It is unit dependent.Inputting zero is special, since it means no check has to be made for this item. Field: TotalAbs Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length Deflection limitation for total load.It is unit dependent.Inputting zero is special, since it means no check has to be made for this item. Field: NetAbs Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length Limitation for net deflection. Camber is subtracted from the total load deflection to get net deflection.It is unit dependent.Inputting zero is special, since it means no check has to be made for this item. Field: SpecCamber Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The specified amount of camber to be reported in the design output and to be used in the net deflection check.It is unit dependent. Table: Overwrites - Steel Design - AISC360-05-IBC2006 Field: DLAbs Page 919 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: DCLimit Field is Imported: Yes Format: Controlled by program Units: Unitless The stress ratio limit to be used for acceptability.Stress ratios that are less than or equal to this value are considered acceptable.Program determined value means it is taken from the steel preferences.Specifying 0 means the value is program determined. Table: Overwrites - Steel Design - AISC-ASD01 Field: Frame Field is Imported: Yes Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: Yes Format: Controlled by program Units: Text The design section for the selected frame objects.When this overwrite is applied, any previous auto select section assigned to the frame object is removed.Program determined value means it is taken from the analysis section. Field: FrameType Field is Imported: Yes Format: Controlled by program Units: Text This is either"Moment Frame" or "Braced Frame". This item is used for ductility considerations in the design.Program determined value means it is taken from the steel preferences. Field: Fy Field is Imported: Yes Format: Stress Input (Stresses section of form) Units: Force/Length2 Material yield strength used in the design/check.Specifying 0 means the value is program determined.The program determined value is taken from the material property assigned to the frame object. Table: Overwrites - Steel Design - AISC-ASD01 Field: DCLimit Page 920 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: RLLF Field is Imported: Yes Format: Controlled by program Units: Unitless The live load reduction factor.A reducible live load is multiplied by this factor to obtain the reduced live load for the frame object.Specifying 0 means the value is program determined. Field: AreaRatio Field is Imported: Yes Format: Controlled by program Units: Unitless The ratio of the net area at the end joint to gross cross-sectional area of the section.This ratio affects the design of axial tension members.Specifying 0 means the value is program default which is 1. Field: XLMajor Field is Imported: Yes Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object major axis.This item is specified as a fraction of the frame object length.Multiplying this factor times the frame object length gives the unbraced length for the object.Specifying 0 means the value is program determined. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: XLMinor Field is Imported: Yes Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object minor axis.This item is specified as a fraction of the frame object length.Multiplying this factor times the frame object length gives the unbraced length for the object.Specifying 0 means the value is program determined. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Overwrites - Steel Design - AISC-ASD01 Field: RLLF Page 921 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: XKMajor Field is Imported: Yes Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object major axis.This item is specified as a fraction of the frame object length.Multiplying the frame object length with this factor gives the effective length for the object.Specifying 0 means the value is program determined.For beam design, this factor is always taken as 1 regardless of what may be specified in the overwrites.This factor is used for axial compression capacity. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: XKMinor Field is Imported: Yes Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object minor axis.This item is specified as a fraction of the frame object length.Multiplying the frame object length with this factor gives the effective length for the object.Specifying 0 means the value is program determined.For beam design, this factor is always taken as 1 regardless of what may be specified in the overwrites.This factor is used for axial compression capacity. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: CmMajor Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless factor, Cm for major axis bending, used in determining the interaction ratio. It captures the effect of non-uniform moment distribution along the length.Specifying 0 means the value is program determined. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Table: Overwrites - Steel Design - AISC-ASD01 Field: XKMajor Page 922 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: CmMinor Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless factor, Cm for minor axis bending, used in determining the interaction ratio. It captures the effect of non-uniform moment distribution along the length.Specifying 0 means the value is program determined. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: Cb Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless factor, Cb, used in determining the allowable bending capacity. It captures the effect of non-uniform moment distribution along the length.Specifying 0 means the value is program determined. Field: Omega0 Field is Imported: Yes Format: Controlled by program Units: Unitless Omega0 factor related to seismic force and ductility. Specifying 0 means the value is program determined.Program determined value means it is taken from the seismic load definition or general preferences. Field: Fa Field is Imported: Yes Format: Stress Input (Stresses section of form) Units: Force/Length2 Allowable axial compressive stress. Specifying 0 means the value is program determined. Field: Ft Field is Imported: Yes Format: Stress Input (Stresses section of form) Units: Force/Length2 Allowable axial tensile stress. Specifying 0 means the value is program determined. Table: Overwrites - Steel Design - AISC-ASD01 Field: CmMinor Page 923 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Fb3 Field is Imported: Yes Format: Stress Input (Stresses section of form) Units: Force/Length2 Allowable bending stress in major axis bending. Specifying 0 means the value is program determined. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: Fb2 Field is Imported: Yes Format: Stress Input (Stresses section of form) Units: Force/Length2 Allowable bending stress in minor axis bending. Specifying 0 means the value is program determined. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: Fv2 Field is Imported: Yes Format: Stress Input (Stresses section of form) Units: Force/Length2 Allowable shear stress for major direction shear. Specifying 0 means the value is program determined. For symmetrical sections major shear is shear in the local 2-axis direction.For unsymmetrical sections (e.g., angles)major shear is the shear associated with major bending.Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: Fv3 Field is Imported: Yes Format: Stress Input (Stresses section of form) Units: Force/Length2 Allowable shear stress for minor direction shear. Specifying 0 means the value is program determined. For symmetrical sections minor shear is shear in the local 3-axis direction.For unsymmetrical sections (e.g., angles)minor shear is the shear associated with minor bending.Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Overwrites - Steel Design - AISC-ASD01 Field: Fb3 Page 924 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: CheckDefl Field is Imported: Yes Format: Controlled by program Units: Yes/No Toggle to consider whether deflection limitations should be considered in design.This is either"Yes" or "No". Field: DeflType Field is Imported: Yes Format: Controlled by program Units: Text Toggle to consider deflection limitations as absolute or as divisor of beam length (relative).This is either"Ratio", "Absolute", or "Both". Field: DLRat Field is Imported: Yes Format: Controlled by program Units: Unitless Deflection limitation for dead load.Inputting 120 means that the limit is L/120.Inputting zero is special, since it means no check has to be made for this item. Field: SDLAndLLRat Field is Imported: Yes Format: Controlled by program Units: Unitless Deflection limitation for superimposed dead plus live load.Inputting 120 means that the limit is L/120.Inputting zero is special, since it means no check has to be made for this item. Field: LLRat Field is Imported: Yes Format: Controlled by program Units: Unitless Deflection limitation for superimposed live load.Inputting 360 means that the limit is L/360.Inputting zero is special, since it means no check has to be made for this item. Field: TotalRat Field is Imported: Yes Format: Controlled by program Units: Unitless Deflection limitation for total load.Inputting 240 means that the limit is L/240.Inputting zero is special, since it means no check has to be made for this item. Table: Overwrites - Steel Design - AISC-ASD01 Field: CheckDefl Page 925 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: NetRat Field is Imported: Yes Format: Controlled by program Units: Unitless Limitation for net deflection. Camber is subtracted from the total load deflection to get net deflection.Inputting 240 means that the limit is L/240.Inputting zero is special, since it means no check has to be made for this item. Field: DLAbs Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length Deflection limitation for dead load.It is unit dependent.Inputting zero is special, since it means no check has to be made for this item. Field: SDLAndLLAbs Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length Deflection limitation for superimposed dead plus live load.It is unit dependent.Inputting zero is special, since it means no check has to be made for this item. Field: LLAbs Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length Deflection limitation for superimposed live load.It is unit dependent.Inputting zero is special, since it means no check has to be made for this item. Field: TotalAbs Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length Deflection limitation for total load.It is unit dependent.Inputting zero is special, since it means no check has to be made for this item. Field: NetAbs Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length Limitation for net deflection. Camber is subtracted from the total load deflection to get net deflection.It is unit dependent.Inputting zero is special, since it means no check has to be made for this item. Table: Overwrites - Steel Design - AISC-ASD01 Field: NetRat Page 926 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: SpecCamber Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The specified amount of camber to be reported in the design output and to be used in the net deflection check.It is unit dependent. Table: Overwrites - Steel Design - AISC-ASD89 Field: Frame Field is Imported: Yes Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: Yes Format: Controlled by program Units: Text The design section for the selected frame objects.When this overwrite is applied, any previous auto select section assigned to the frame object is removed.Program determined value means it is taken from the analysis section. Field: FrameType Field is Imported: Yes Format: Controlled by program Units: Text This is either"Moment Frame" or "Braced Frame". This item is used for ductility considerations in the design.Program determined value means it is taken from the steel preferences. Field: Fy Field is Imported: Yes Format: Stress Input (Stresses section of form) Units: Force/Length2 Material yield strength used in the design/check.Specifying 0 means the value is program determined.The program determined value is taken from the material property assigned to the frame object. Table: Overwrites - Steel Design - AISC-ASD89 Field: SpecCamber Page 927 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: RLLF Field is Imported: Yes Format: Controlled by program Units: Unitless The live load reduction factor.A reducible live load is multiplied by this factor to obtain the reduced live load for the frame object.Specifying 0 means the value is program determined. Field: AreaRatio Field is Imported: Yes Format: Controlled by program Units: Unitless The ratio of the net area at the end joint to gross cross-sectional area of the section.This ratio affects the design of axial tension members.Specifying 0 means the value is program default which is 1. Field: XLMajor Field is Imported: Yes Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object major axis.This item is specified as a fraction of the frame object length.Multiplying this factor times the frame object length gives the unbraced length for the object.Specifying 0 means the value is program determined. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: XLMinor Field is Imported: Yes Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object minor axis.This item is specified as a fraction of the frame object length.Multiplying this factor times the frame object length gives the unbraced length for the object.Specifying 0 means the value is program determined. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Overwrites - Steel Design - AISC-ASD89 Field: RLLF Page 928 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: XKMajor Field is Imported: Yes Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object major axis.This item is specified as a fraction of the frame object length.Multiplying the frame object length with this factor gives the effective length for the object.Specifying 0 means the value is program determined.For beam design, this factor is always taken as 1 regardless of what may be specified in the overwrites.This factor is used for axial compression capacity. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: XKMinor Field is Imported: Yes Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object minor axis.This item is specified as a fraction of the frame object length.Multiplying the frame object length with this factor gives the effective length for the object.Specifying 0 means the value is program determined.For beam design, this factor is always taken as 1 regardless of what may be specified in the overwrites.This factor is used for axial compression capacity. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: CmMajor Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless factor, Cm for major axis bending, used in determining the interaction ratio. It captures the effect of non-uniform moment distribution along the length.Specifying 0 means the value is program determined. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Table: Overwrites - Steel Design - AISC-ASD89 Field: XKMajor Page 929 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: CmMinor Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless factor, Cm for minor axis bending, used in determining the interaction ratio. It captures the effect of non-uniform moment distribution along the length.Specifying 0 means the value is program determined. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: Cb Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless factor, Cb, used in determining the allowable bending capacity. It captures the effect of non-uniform moment distribution along the length.Specifying 0 means the value is program determined. Field: Fa Field is Imported: Yes Format: Stress Input (Stresses section of form) Units: Force/Length2 Allowable axial compressive stress. Specifying 0 means the value is program determined. Field: Ft Field is Imported: Yes Format: Stress Input (Stresses section of form) Units: Force/Length2 Allowable axial tensile stress. Specifying 0 means the value is program determined. Field: Fb3 Field is Imported: Yes Format: Stress Input (Stresses section of form) Units: Force/Length2 Allowable bending stress in major axis bending. Specifying 0 means the value is program determined. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Table: Overwrites - Steel Design - AISC-ASD89 Field: CmMinor Page 930 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Fb2 Field is Imported: Yes Format: Stress Input (Stresses section of form) Units: Force/Length2 Allowable bending stress in minor axis bending. Specifying 0 means the value is program determined. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: Fv2 Field is Imported: Yes Format: Stress Input (Stresses section of form) Units: Force/Length2 Allowable shear stress for major direction shear. Specifying 0 means the value is program determined. For symmetrical sections major shear is shear in the local 2-axis direction.For unsymmetrical sections (e.g., angles)major shear is the shear associated with major bending.Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: Fv3 Field is Imported: Yes Format: Stress Input (Stresses section of form) Units: Force/Length2 Allowable shear stress for minor direction shear. Specifying 0 means the value is program determined. For symmetrical sections minor shear is shear in the local 3-axis direction.For unsymmetrical sections (e.g., angles)minor shear is the shear associated with minor bending.Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: CheckDefl Field is Imported: Yes Format: Controlled by program Units: Yes/No Toggle to consider whether deflection limitations should be considered in design.This is either"Yes" or "No". Table: Overwrites - Steel Design - AISC-ASD89 Field: Fb2 Page 931 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: DeflType Field is Imported: Yes Format: Controlled by program Units: Text Toggle to consider deflection limitations as absolute or as divisor of beam length (relative).This is either"Ratio", "Absolute", or "Both". Field: DLRat Field is Imported: Yes Format: Controlled by program Units: Unitless Deflection limitation for dead load.Inputting 120 means that the limit is L/120.Inputting zero is special, since it means no check has to be made for this item. Field: SDLAndLLRat Field is Imported: Yes Format: Controlled by program Units: Unitless Deflection limitation for superimposed dead plus live load.Inputting 120 means that the limit is L/120.Inputting zero is special, since it means no check has to be made for this item. Field: LLRat Field is Imported: Yes Format: Controlled by program Units: Unitless Deflection limitation for superimposed live load.Inputting 360 means that the limit is L/360.Inputting zero is special, since it means no check has to be made for this item. Field: TotalRat Field is Imported: Yes Format: Controlled by program Units: Unitless Deflection limitation for total load.Inputting 240 means that the limit is L/240.Inputting zero is special, since it means no check has to be made for this item. Field: NetRat Field is Imported: Yes Format: Controlled by program Units: Unitless Limitation for net deflection. Camber is subtracted from the total load deflection to get net deflection.Inputting 240 means that the limit is L/240.Inputting zero is special, since it means no check has to be made for this item. Table: Overwrites - Steel Design - AISC-ASD89 Field: DeflType Page 932 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: DLAbs Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length Deflection limitation for dead load.It is unit dependent.Inputting zero is special, since it means no check has to be made for this item. Field: SDLAndLLAbs Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length Deflection limitation for superimposed dead plus live load.It is unit dependent.Inputting zero is special, since it means no check has to be made for this item. Field: LLAbs Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length Deflection limitation for superimposed live load.It is unit dependent.Inputting zero is special, since it means no check has to be made for this item. Field: TotalAbs Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length Deflection limitation for total load.It is unit dependent.Inputting zero is special, since it means no check has to be made for this item. Field: NetAbs Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length Limitation for net deflection. Camber is subtracted from the total load deflection to get net deflection.It is unit dependent.Inputting zero is special, since it means no check has to be made for this item. Field: SpecCamber Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The specified amount of camber to be reported in the design output and to be used in the net deflection check.It is unit dependent. Table: Overwrites - Steel Design - AISC-ASD89 Field: DLAbs Page 933 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Overwrites - Steel Design - AISC-LRFD93 Field: Frame Field is Imported: Yes Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: Yes Format: Controlled by program Units: Text The design section for the selected frame objects.When this overwrite is applied, any previous auto select section assigned to the frame object is removed.Program determined value means it is taken from the analysis section. Field: FrameType Field is Imported: Yes Format: Controlled by program Units: Text This is either"Moment Frame" or "Braced Frame". This item is used for ductility considerations in the design.Program determined value means it is taken from the steel preferences. Field: Fy Field is Imported: Yes Format: Stress Input (Stresses section of form) Units: Force/Length2 Material yield strength used in the design/check.Specifying 0 means the value is program determined.The program determined value is taken from the material property assigned to the frame object. Field: RLLF Field is Imported: Yes Format: Controlled by program Units: Unitless The live load reduction factor.A reducible live load is multiplied by this factor to obtain the reduced live load for the frame object.Specifying 0 means the value is program determined. Table: Overwrites - Steel Design - AISC-LRFD93 Field: Frame Page 934 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: AreaRatio Field is Imported: Yes Format: Controlled by program Units: Unitless The ratio of the net area at the end joint to gross cross-sectional area of the section.This ratio affects the design of axial tension members.Specifying 0 means the value is program default which is 1. Field: XLMajor Field is Imported: Yes Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object major axis.This item is specified as a fraction of the frame object length.Multiplying this factor times the frame object length gives the unbraced length for the object.Specifying 0 means the value is program determined. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: XLMinor Field is Imported: Yes Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object minor axis.This item is specified as a fraction of the frame object length.Multiplying this factor times the frame object length gives the unbraced length for the object.Specifying 0 means the value is program determined. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: XKMajor Field is Imported: Yes Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object major axis.This item is specified as a fraction of the frame object length.Multiplying the frame object length with this factor gives the effective length for the object.Specifying 0 means the value is program determined.For beam design, this factor is always taken as 1 regardless of what may be specified in the overwrites.This factor is used for axial compression capacity. Table: Overwrites - Steel Design - AISC-LRFD93 Field: AreaRatio Page 935 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: XKMinor Field is Imported: Yes Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object minor axis.This item is specified as a fraction of the frame object length.Multiplying the frame object length with this factor gives the effective length for the object.Specifying 0 means the value is program determined.For beam design, this factor is always taken as 1 regardless of what may be specified in the overwrites.This factor is used for axial compression capacity. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: CmMajor Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless factor, Cm for major axis bending, used in determining the interaction ratio. It captures the effect of non-uniform moment distribution along the length.Specifying 0 means the value is program determined. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: CmMinor Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless factor, Cm for minor axis bending, used in determining the interaction ratio. It captures the effect of non-uniform moment distribution along the length.Specifying 0 means the value is program determined. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Overwrites - Steel Design - AISC-LRFD93 Field: XKMinor Page 936 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Cb Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless factor, Cb, used in determining the allowable bending capacity. It captures the effect of non-uniform moment distribution along the length.Specifying 0 means the value is program determined. Field: B1Major Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless moment magnification factor for non-sway major axis bending moment.Specifying 0 means the value is program determined. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: B1Minor Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless moment magnification factor for non-sway minor axis bending moment.Specifying 0 means the value is program determined. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: B2Major Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless moment magnification factor for sway major-axis bending moment. Specifying 0 means the value is program determined.The program determined value is taken as 1 because it is assumed that P-Delta effects were specified to be included in the analysis, and thus no further magnification is required. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Table: Overwrites - Steel Design - AISC-LRFD93 Field: Cb Page 937 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: B2Minor Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless moment magnification factor for sway minor-axis bending moment. Specifying 0 means the value is program determined.The program determined value is taken as 1 because it is assumed that P-Delta effects were specified to be included in the analysis, and thus no further magnification is required. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: PhiPnc Field is Imported: Yes Format: Force (Forces section of form) Units: Force Allowable axial compressive capacity. Specifying 0 means the value is program determined. Field: PhiPnt Field is Imported: Yes Format: Force (Forces section of form) Units: Force Allowable axial tensile capacity. Specifying 0 means the value is program determined. Field: PhiMn3 Field is Imported: Yes Format: Moment (Forces section of form) Units: Force-Length Allowable bending moment capacity in major axis bending. Specifying 0 means the value is program determined. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: PhiMn2 Field is Imported: Yes Format: Moment (Forces section of form) Units: Force-Length Allowable bending moment capacity in minor axis bending. Specifying 0 means the value is program determined. Table: Overwrites - Steel Design - AISC-LRFD93 Field: B2Minor Page 938 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: PhiVn2 Field is Imported: Yes Format: Force (Forces section of form) Units: Force Allowable shear capacity force for major direction shear. Specifying 0 means the value is program determined. For symmetrical sections major shear is shear in the local 2-axis direction.For unsymmetrical sections (e.g., angles)major shear is the shear associated with major bending.Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: PhiVn3 Field is Imported: Yes Format: Force (Forces section of form) Units: Force Allowable shear capacity force for minor direction shear. Specifying 0 means the value is program determined. For symmetrical sections minor shear is shear in the local 3-axis direction.For unsymmetrical sections (e.g., angles)minor shear is the shear associated with minor bending.Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: CheckDefl Field is Imported: Yes Format: Controlled by program Units: Yes/No Toggle to consider whether deflection limitations should be considered in design.This is either"Yes" or "No". Field: DeflType Field is Imported: Yes Format: Controlled by program Units: Text Toggle to consider deflection limitations as absolute or as divisor of beam length (relative).This is either"Ratio", "Absolute", or "Both". Table: Overwrites - Steel Design - AISC-LRFD93 Field: PhiVn2 Page 939 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: DLRat Field is Imported: Yes Format: Controlled by program Units: Unitless Deflection limitation for dead load.Inputting 120 means that the limit is L/120.Inputting zero is special, since it means no check has to be made for this item. Field: SDLAndLLRat Field is Imported: Yes Format: Controlled by program Units: Unitless Deflection limitation for superimposed dead plus live load.Inputting 120 means that the limit is L/120.Inputting zero is special, since it means no check has to be made for this item. Field: LLRat Field is Imported: Yes Format: Controlled by program Units: Unitless Deflection limitation for superimposed live load.Inputting 360 means that the limit is L/360.Inputting zero is special, since it means no check has to be made for this item. Field: TotalRat Field is Imported: Yes Format: Controlled by program Units: Unitless Deflection limitation for total load.Inputting 240 means that the limit is L/240.Inputting zero is special, since it means no check has to be made for this item. Field: NetRat Field is Imported: Yes Format: Controlled by program Units: Unitless Limitation for net deflection. Camber is subtracted from the total load deflection to get net deflection.Inputting 240 means that the limit is L/240.Inputting zero is special, since it means no check has to be made for this item. Field: DLAbs Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length Deflection limitation for dead load.It is unit dependent.Inputting zero is special, since it means no check has to be made for this item. Table: Overwrites - Steel Design - AISC-LRFD93 Field: DLRat Page 940 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: SDLAndLLAbs Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length Deflection limitation for superimposed dead plus live load.It is unit dependent.Inputting zero is special, since it means no check has to be made for this item. Field: LLAbs Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length Deflection limitation for superimposed live load.It is unit dependent.Inputting zero is special, since it means no check has to be made for this item. Field: TotalAbs Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length Deflection limitation for total load.It is unit dependent.Inputting zero is special, since it means no check has to be made for this item. Field: NetAbs Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length Limitation for net deflection. Camber is subtracted from the total load deflection to get net deflection.It is unit dependent.Inputting zero is special, since it means no check has to be made for this item. Field: SpecCamber Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The specified amount of camber to be reported in the design output and to be used in the net deflection check.It is unit dependent. Table: Overwrites - Steel Design - AISC-LRFD93 Field: SDLAndLLAbs Page 941 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Overwrites - Steel Design - AISC-LRFD99 Field: Frame Field is Imported: Yes Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: Yes Format: Controlled by program Units: Text The design section for the selected frame objects.When this overwrite is applied, any previous auto select section assigned to the frame object is removed.Program determined value means it is taken from the analysis section. Field: FrameType Field is Imported: Yes Format: Controlled by program Units: Text This is either"Moment Frame" or "Braced Frame". This item is used for ductility considerations in the design.Program determined value means it is taken from the steel preferences. Field: Fy Field is Imported: Yes Format: Stress Input (Stresses section of form) Units: Force/Length2 Material yield strength used in the design/check.Specifying 0 means the value is program determined.The program determined value is taken from the material property assigned to the frame object. Field: RLLF Field is Imported: Yes Format: Controlled by program Units: Unitless The live load reduction factor.A reducible live load is multiplied by this factor to obtain the reduced live load for the frame object.Specifying 0 means the value is program determined. Table: Overwrites - Steel Design - AISC-LRFD99 Field: Frame Page 942 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: AreaRatio Field is Imported: Yes Format: Controlled by program Units: Unitless The ratio of the net area at the end joint to gross cross-sectional area of the section.This ratio affects the design of axial tension members.Specifying 0 means the value is program default which is 1. Field: XLMajor Field is Imported: Yes Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object major axis.This item is specified as a fraction of the frame object length.Multiplying this factor times the frame object length gives the unbraced length for the object.Specifying 0 means the value is program determined. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: XLMinor Field is Imported: Yes Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object minor axis.This item is specified as a fraction of the frame object length.Multiplying this factor times the frame object length gives the unbraced length for the object.Specifying 0 means the value is program determined. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: XKMajor Field is Imported: Yes Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object major axis.This item is specified as a fraction of the frame object length.Multiplying the frame object length with this factor gives the effective length for the object.Specifying 0 means the value is program determined.For beam design, this factor is always taken as 1 regardless of what may be specified in the overwrites.This factor is used for axial compression capacity. Table: Overwrites - Steel Design - AISC-LRFD99 Field: AreaRatio Page 943 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: XKMinor Field is Imported: Yes Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object minor axis.This item is specified as a fraction of the frame object length.Multiplying the frame object length with this factor gives the effective length for the object.Specifying 0 means the value is program determined.For beam design, this factor is always taken as 1 regardless of what may be specified in the overwrites.This factor is used for axial compression capacity. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: CmMajor Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless factor, Cm for major axis bending, used in determining the interaction ratio. It captures the effect of non-uniform moment distribution along the length.Specifying 0 means the value is program determined. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: CmMinor Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless factor, Cm for minor axis bending, used in determining the interaction ratio. It captures the effect of non-uniform moment distribution along the length.Specifying 0 means the value is program determined. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Overwrites - Steel Design - AISC-LRFD99 Field: XKMinor Page 944 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Cb Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless factor, Cb, used in determining the allowable bending capacity. It captures the effect of non-uniform moment distribution along the length.Specifying 0 means the value is program determined. Field: B1Major Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless moment magnification factor for non-sway major axis bending moment.Specifying 0 means the value is program determined. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: B1Minor Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless moment magnification factor for non-sway minor axis bending moment.Specifying 0 means the value is program determined. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: B2Major Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless moment magnification factor for sway major-axis bending moment. Specifying 0 means the value is program determined.The program determined value is taken as 1 because it is assumed that P-Delta effects were specified to be included in the analysis, and thus no further magnification is required. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Table: Overwrites - Steel Design - AISC-LRFD99 Field: Cb Page 945 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: B2Minor Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless moment magnification factor for sway minor-axis bending moment. Specifying 0 means the value is program determined.The program determined value is taken as 1 because it is assumed that P-Delta effects were specified to be included in the analysis, and thus no further magnification is required. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: Omega0 Field is Imported: Yes Format: Controlled by program Units: Unitless Omega0 factor related to seismic force and ductility. Specifying 0 means the value is program determined.Program determined value means it is taken from the seismic load definition or general preferences. Field: Ry Field is Imported: Yes Format: Controlled by program Units: Unitless The ratio of the expected yield strength to the minimum specified yield strength. This ratio is used in capacity based design for special seismic cases. Specifying 0 means the value is program determined. Field: PhiPnc Field is Imported: Yes Format: Force (Forces section of form) Units: Force Allowable axial compressive capacity. Specifying 0 means the value is program determined. Field: PhiPnt Field is Imported: Yes Format: Force (Forces section of form) Units: Force Allowable axial tensile capacity. Specifying 0 means the value is program determined. Table: Overwrites - Steel Design - AISC-LRFD99 Field: B2Minor Page 946 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: PhiMn3 Field is Imported: Yes Format: Moment (Forces section of form) Units: Force-Length Allowable bending moment capacity in major axis bending. Specifying 0 means the value is program determined. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: PhiMn2 Field is Imported: Yes Format: Moment (Forces section of form) Units: Force-Length Allowable bending moment capacity in minor axis bending. Specifying 0 means the value is program determined. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: PhiVn2 Field is Imported: Yes Format: Force (Forces section of form) Units: Force Allowable shear capacity force for major direction shear. Specifying 0 means the value is program determined. For symmetrical sections major shear is shear in the local 2-axis direction.For unsymmetrical sections (e.g., angles)major shear is the shear associated with major bending.Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: PhiVn3 Field is Imported: Yes Format: Force (Forces section of form) Units: Force Allowable shear capacity force for minor direction shear. Specifying 0 means the value is program determined. For symmetrical sections minor shear is shear in the local 3-axis direction.For unsymmetrical sections (e.g., angles)minor shear is the shear associated with minor bending.Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Overwrites - Steel Design - AISC-LRFD99 Field: PhiMn3 Page 947 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: CheckDefl Field is Imported: Yes Format: Controlled by program Units: Yes/No Toggle to consider whether deflection limitations should be considered in design.This is either"Yes" or "No". Field: DeflType Field is Imported: Yes Format: Controlled by program Units: Text Toggle to consider deflection limitations as absolute or as divisor of beam length (relative).This is either"Ratio", "Absolute", or "Both". Field: DLRat Field is Imported: Yes Format: Controlled by program Units: Unitless Deflection limitation for dead load.Inputting 120 means that the limit is L/120.Inputting zero is special, since it means no check has to be made for this item. Field: SDLAndLLRat Field is Imported: Yes Format: Controlled by program Units: Unitless Deflection limitation for superimposed dead plus live load.Inputting 120 means that the limit is L/120.Inputting zero is special, since it means no check has to be made for this item. Field: LLRat Field is Imported: Yes Format: Controlled by program Units: Unitless Deflection limitation for superimposed live load.Inputting 360 means that the limit is L/360.Inputting zero is special, since it means no check has to be made for this item. Field: TotalRat Field is Imported: Yes Format: Controlled by program Units: Unitless Deflection limitation for total load.Inputting 240 means that the limit is L/240.Inputting zero is special, since it means no check has to be made for this item. Table: Overwrites - Steel Design - AISC-LRFD99 Field: CheckDefl Page 948 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: NetRat Field is Imported: Yes Format: Controlled by program Units: Unitless Limitation for net deflection. Camber is subtracted from the total load deflection to get net deflection.Inputting 240 means that the limit is L/240.Inputting zero is special, since it means no check has to be made for this item. Field: DLAbs Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length Deflection limitation for dead load.It is unit dependent.Inputting zero is special, since it means no check has to be made for this item. Field: SDLAndLLAbs Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length Deflection limitation for superimposed dead plus live load.It is unit dependent.Inputting zero is special, since it means no check has to be made for this item. Field: LLAbs Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length Deflection limitation for superimposed live load.It is unit dependent.Inputting zero is special, since it means no check has to be made for this item. Field: TotalAbs Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length Deflection limitation for total load.It is unit dependent.Inputting zero is special, since it means no check has to be made for this item. Field: NetAbs Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length Limitation for net deflection. Camber is subtracted from the total load deflection to get net deflection.It is unit dependent.Inputting zero is special, since it means no check has to be made for this item. Table: Overwrites - Steel Design - AISC-LRFD99 Field: NetRat Page 949 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: SpecCamber Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The specified amount of camber to be reported in the design output and to be used in the net deflection check.It is unit dependent. Table: Overwrites - Steel Design - API RP2A-LRFD 97 Field: Frame Field is Imported: Yes Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: Yes Format: Controlled by program Units: Text The design section for the selected frame objects.When this overwrite is applied, any previous auto select section assigned to the frame object is removed.Program determined value means it is taken from the analysis section. Field: FrameType Field is Imported: Yes Format: Controlled by program Units: Text This is either"Moment Frame" or "Braced Frame". This item is used for ductility considerations in the design.Program determined value means it is taken from the steel preferences. Field: Fy Field is Imported: Yes Format: Stress Input (Stresses section of form) Units: Force/Length2 Material yield strength used in the design/check.Specifying 0 means the value is program determined.The program determined value is taken from the material property assigned to the frame object. Table: Overwrites - Steel Design - API RP2A-LRFD 97 Field: SpecCamber Page 950 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: RLLF Field is Imported: Yes Format: Controlled by program Units: Unitless The live load reduction factor.A reducible live load is multiplied by this factor to obtain the reduced live load for the frame object.Specifying 0 means the value is program determined. Field: AreaRatio Field is Imported: Yes Format: Controlled by program Units: Unitless The ratio of the net area at the end joint to gross cross-sectional area of the section.This ratio affects the design of axial tension members.Specifying 0 means the value is program default which is 1. Field: XLMajor Field is Imported: Yes Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object major axis.This item is specified as a fraction of the frame object length.Multiplying this factor times the frame object length gives the unbraced length for the object.Specifying 0 means the value is program determined. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: XLMinor Field is Imported: Yes Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object minor axis.This item is specified as a fraction of the frame object length.Multiplying this factor times the frame object length gives the unbraced length for the object.Specifying 0 means the value is program determined. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Overwrites - Steel Design - API RP2A-LRFD 97 Field: RLLF Page 951 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: XKMajor Field is Imported: Yes Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object major axis.This item is specified as a fraction of the frame object length.Multiplying the frame object length with this factor gives the effective length for the object.Specifying 0 means the value is program determined.For beam design, this factor is always taken as 1 regardless of what may be specified in the overwrites.This factor is used for axial compression capacity. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: XKMinor Field is Imported: Yes Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object minor axis.This item is specified as a fraction of the frame object length.Multiplying the frame object length with this factor gives the effective length for the object.Specifying 0 means the value is program determined.For beam design, this factor is always taken as 1 regardless of what may be specified in the overwrites.This factor is used for axial compression capacity. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: CmMajor Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless factor, Cm for major axis bending, used in determining the interaction ratio. It captures the effect of non-uniform moment distribution along the length.Specifying 0 means the value is program determined. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Table: Overwrites - Steel Design - API RP2A-LRFD 97 Field: XKMajor Page 952 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: CmMinor Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless factor, Cm for minor axis bending, used in determining the interaction ratio. It captures the effect of non-uniform moment distribution along the length.Specifying 0 means the value is program determined. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: Cb Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless factor, Cb, used in determining the allowable bending capacity. It captures the effect of non-uniform moment distribution along the length.Specifying 0 means the value is program determined. Field: B1Major Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless moment magnification factor for non-sway major axis bending moment.Specifying 0 means the value is program determined. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: B1Minor Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless moment magnification factor for non-sway minor axis bending moment.Specifying 0 means the value is program determined. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Overwrites - Steel Design - API RP2A-LRFD 97 Field: CmMinor Page 953 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: B2Major Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless moment magnification factor for sway major-axis bending moment. Specifying 0 means the value is program determined.The program determined value is taken as 1 because it is assumed that P-Delta effects were specified to be included in the analysis, and thus no further magnification is required. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: B2Minor Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless moment magnification factor for sway minor-axis bending moment. Specifying 0 means the value is program determined.The program determined value is taken as 1 because it is assumed that P-Delta effects were specified to be included in the analysis, and thus no further magnification is required. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: PresEqual Field is Imported: Yes Format: Controlled by program Units: Yes/No Toggle to consider whether pipe's internal fluid pressure is equalized with the outer fluid pressure. This is either"Ratio", "Absolute", or "Both". Field: IntPres Field is Imported: Yes Format: Stress Input (Stresses section of form) Units: Force/Length2 Internal pressure used in the design/check. Its value can be positive or negative. Positive means compression and negative means suction. Table: Overwrites - Steel Design - API RP2A-LRFD 97 Field: B2Major Page 954 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: PhiPnc Field is Imported: Yes Format: Force (Forces section of form) Units: Force Allowable axial compressive capacity. Specifying 0 means the value is program determined. Field: PhiPnt Field is Imported: Yes Format: Force (Forces section of form) Units: Force Allowable axial tensile capacity. Specifying 0 means the value is program determined. Field: PhiMn3 Field is Imported: Yes Format: Moment (Forces section of form) Units: Force-Length Allowable bending moment capacity in major axis bending. Specifying 0 means the value is program determined. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: PhiMn2 Field is Imported: Yes Format: Moment (Forces section of form) Units: Force-Length Allowable bending moment capacity in minor axis bending. Specifying 0 means the value is program determined. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: PhiVn2 Field is Imported: Yes Format: Force (Forces section of form) Units: Force Allowable shear capacity force for major direction shear. Specifying 0 means the value is program determined. For symmetrical sections major shear is shear in the local 2-axis direction.For unsymmetrical sections (e.g., angles)major shear is the shear associated with major Table: Overwrites - Steel Design - API RP2A-LRFD 97 Field: PhiPnc Page 955 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation bending.Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: PhiVn3 Field is Imported: Yes Format: Force (Forces section of form) Units: Force Allowable shear capacity force for minor direction shear. Specifying 0 means the value is program determined. For symmetrical sections minor shear is shear in the local 3-axis direction.For unsymmetrical sections (e.g., angles)minor shear is the shear associated with minor bending.Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: CheckDefl Field is Imported: Yes Format: Controlled by program Units: Yes/No Toggle to consider whether deflection limitations should be considered in design.This is either"Yes" or "No". Field: DeflType Field is Imported: Yes Format: Controlled by program Units: Text Toggle to consider deflection limitations as absolute or as divisor of beam length (relative).This is either"Ratio", "Absolute", or "Both". Field: DLRat Field is Imported: Yes Format: Controlled by program Units: Unitless Deflection limitation for dead load.Inputting 120 means that the limit is L/120.Inputting zero is special, since it means no check has to be made for this item. Field: SDLAndLLRat Field is Imported: Yes Format: Controlled by program Units: Unitless Deflection limitation for superimposed dead plus live load.Inputting 120 means that the limit is L/120.Inputting zero is special, since it means no check has to be made for this item. Table: Overwrites - Steel Design - API RP2A-LRFD 97 Field: PhiVn3 Page 956 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: LLRat Field is Imported: Yes Format: Controlled by program Units: Unitless Deflection limitation for superimposed live load.Inputting 360 means that the limit is L/360.Inputting zero is special, since it means no check has to be made for this item. Field: TotalRat Field is Imported: Yes Format: Controlled by program Units: Unitless Deflection limitation for total load.Inputting 240 means that the limit is L/240.Inputting zero is special, since it means no check has to be made for this item. Field: NetRat Field is Imported: Yes Format: Controlled by program Units: Unitless Limitation for net deflection. Camber is subtracted from the total load deflection to get net deflection.Inputting 240 means that the limit is L/240.Inputting zero is special, since it means no check has to be made for this item. Field: DLAbs Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length Deflection limitation for dead load.It is unit dependent.Inputting zero is special, since it means no check has to be made for this item. Field: SDLAndLLAbs Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length Deflection limitation for superimposed dead plus live load.It is unit dependent.Inputting zero is special, since it means no check has to be made for this item. Field: LLAbs Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length Deflection limitation for superimposed live load.It is unit dependent.Inputting zero is special, since it means no check has to be made for this item. Table: Overwrites - Steel Design - API RP2A-LRFD 97 Field: LLRat Page 957 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: TotalAbs Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length Deflection limitation for total load.It is unit dependent.Inputting zero is special, since it means no check has to be made for this item. Field: NetAbs Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length Limitation for net deflection. Camber is subtracted from the total load deflection to get net deflection.It is unit dependent.Inputting zero is special, since it means no check has to be made for this item. Field: SpecCamber Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The specified amount of camber to be reported in the design output and to be used in the net deflection check.It is unit dependent. Table: Overwrites - Steel Design - API RP2A-WSD2000 Field: Frame Field is Imported: Yes Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: Yes Format: Controlled by program Units: Text The design section for the selected frame objects.When this overwrite is applied, any previous auto select section assigned to the frame object is removed.Program determined value means it is taken from the analysis section. Table: Overwrites - Steel Design - API RP2A-WSD2000 Field: TotalAbs Page 958 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: FrameType Field is Imported: Yes Format: Controlled by program Units: Text This is either"Moment Frame" or "Braced Frame". This item is used for ductility considerations in the design.Program determined value means it is taken from the steel preferences. Field: Fy Field is Imported: Yes Format: Stress Input (Stresses section of form) Units: Force/Length2 Material yield strength used in the design/check.Specifying 0 means the value is program determined.The program determined value is taken from the material property assigned to the frame object. Field: RLLF Field is Imported: Yes Format: Controlled by program Units: Unitless The live load reduction factor.A reducible live load is multiplied by this factor to obtain the reduced live load for the frame object.Specifying 0 means the value is program determined. Field: AreaRatio Field is Imported: Yes Format: Controlled by program Units: Unitless The ratio of the net area at the end joint to gross cross-sectional area of the section.This ratio affects the design of axial tension members.Specifying 0 means the value is program default which is 1. Field: XLMajor Field is Imported: Yes Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object major axis.This item is specified as a fraction of the frame object length.Multiplying this factor times the frame object length gives the unbraced length for the object.Specifying 0 means the value is program determined. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Table: Overwrites - Steel Design - API RP2A-WSD2000 Field: FrameType Page 959 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: XLMinor Field is Imported: Yes Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object minor axis.This item is specified as a fraction of the frame object length.Multiplying this factor times the frame object length gives the unbraced length for the object.Specifying 0 means the value is program determined. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: XKMajor Field is Imported: Yes Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object major axis.This item is specified as a fraction of the frame object length.Multiplying the frame object length with this factor gives the effective length for the object.Specifying 0 means the value is program determined.For beam design, this factor is always taken as 1 regardless of what may be specified in the overwrites.This factor is used for axial compression capacity. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: XKMinor Field is Imported: Yes Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object minor axis.This item is specified as a fraction of the frame object length.Multiplying the frame object length with this factor gives the effective length for the object.Specifying 0 means the value is program determined.For beam design, this factor is always taken as 1 regardless of what may be specified in the overwrites.This factor is used for axial compression capacity. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Overwrites - Steel Design - API RP2A-WSD2000 Field: XLMinor Page 960 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: CmMajor Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless factor, Cm for major axis bending, used in determining the interaction ratio. It captures the effect of non-uniform moment distribution along the length.Specifying 0 means the value is program determined. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: CmMinor Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless factor, Cm for minor axis bending, used in determining the interaction ratio. It captures the effect of non-uniform moment distribution along the length.Specifying 0 means the value is program determined. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: Cb Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless factor, Cb, used in determining the allowable bending capacity. It captures the effect of non-uniform moment distribution along the length.Specifying 0 means the value is program determined. Field: PresEqual Field is Imported: Yes Format: Controlled by program Units: Yes/No Toggle to consider whether pipe's internal fluid pressure is equalized with the outer fluid pressure. This is either"Ratio", "Absolute", or "Both". Table: Overwrites - Steel Design - API RP2A-WSD2000 Field: CmMajor Page 961 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: IntPres Field is Imported: Yes Format: Stress Input (Stresses section of form) Units: Force/Length2 Internal pressure used in the design/check. Its value can be positive or negative. Positive means compression and negative means suction. Field: Fa Field is Imported: Yes Format: Stress Input (Stresses section of form) Units: Force/Length2 Allowable axial compressive stress. Specifying 0 means the value is program determined. Field: Ft Field is Imported: Yes Format: Stress Input (Stresses section of form) Units: Force/Length2 Allowable axial tensile stress. Specifying 0 means the value is program determined. Field: Fb3 Field is Imported: Yes Format: Stress Input (Stresses section of form) Units: Force/Length2 Allowable bending stress in major axis bending. Specifying 0 means the value is program determined. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: Fb2 Field is Imported: Yes Format: Stress Input (Stresses section of form) Units: Force/Length2 Allowable bending stress in minor axis bending. Specifying 0 means the value is program determined. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Overwrites - Steel Design - API RP2A-WSD2000 Field: IntPres Page 962 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Fv2 Field is Imported: Yes Format: Stress Input (Stresses section of form) Units: Force/Length2 Allowable shear stress for major direction shear. Specifying 0 means the value is program determined. For symmetrical sections major shear is shear in the local 2-axis direction.For unsymmetrical sections (e.g., angles)major shear is the shear associated with major bending.Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: Fv3 Field is Imported: Yes Format: Stress Input (Stresses section of form) Units: Force/Length2 Allowable shear stress for minor direction shear. Specifying 0 means the value is program determined. For symmetrical sections minor shear is shear in the local 3-axis direction.For unsymmetrical sections (e.g., angles)minor shear is the shear associated with minor bending.Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: CheckDefl Field is Imported: Yes Format: Controlled by program Units: Yes/No Toggle to consider whether deflection limitations should be considered in design.This is either"Yes" or "No". Field: DeflType Field is Imported: Yes Format: Controlled by program Units: Text Toggle to consider deflection limitations as absolute or as divisor of beam length (relative).This is either"Ratio", "Absolute", or "Both". Field: DLRat Field is Imported: Yes Format: Controlled by program Units: Unitless Deflection limitation for dead load.Inputting 120 means that the limit is L/120.Inputting zero is special, since it means no check has to be made for this item. Table: Overwrites - Steel Design - API RP2A-WSD2000 Field: Fv2 Page 963 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: SDLAndLLRat Field is Imported: Yes Format: Controlled by program Units: Unitless Deflection limitation for superimposed dead plus live load.Inputting 120 means that the limit is L/120.Inputting zero is special, since it means no check has to be made for this item. Field: LLRat Field is Imported: Yes Format: Controlled by program Units: Unitless Deflection limitation for superimposed live load.Inputting 360 means that the limit is L/360.Inputting zero is special, since it means no check has to be made for this item. Field: TotalRat Field is Imported: Yes Format: Controlled by program Units: Unitless Deflection limitation for total load.Inputting 240 means that the limit is L/240.Inputting zero is special, since it means no check has to be made for this item. Field: NetRat Field is Imported: Yes Format: Controlled by program Units: Unitless Limitation for net deflection. Camber is subtracted from the total load deflection to get net deflection.Inputting 240 means that the limit is L/240.Inputting zero is special, since it means no check has to be made for this item. Field: DLAbs Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length Deflection limitation for dead load.It is unit dependent.Inputting zero is special, since it means no check has to be made for this item. Field: SDLAndLLAbs Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length Deflection limitation for superimposed dead plus live load.It is unit dependent.Inputting zero is special, since it means no check has to be made for this item. Table: Overwrites - Steel Design - API RP2A-WSD2000 Field: SDLAndLLRat Page 964 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: LLAbs Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length Deflection limitation for superimposed live load.It is unit dependent.Inputting zero is special, since it means no check has to be made for this item. Field: TotalAbs Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length Deflection limitation for total load.It is unit dependent.Inputting zero is special, since it means no check has to be made for this item. Field: NetAbs Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length Limitation for net deflection. Camber is subtracted from the total load deflection to get net deflection.It is unit dependent.Inputting zero is special, since it means no check has to be made for this item. Field: SpecCamber Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The specified amount of camber to be reported in the design output and to be used in the net deflection check.It is unit dependent. Table: Overwrites - Steel Design - ASCE 10-97 Field: Frame Field is Imported: Yes Format: Controlled by program Units: Text Label of a Frame object. Table: Overwrites - Steel Design - ASCE 10-97 Field: LLAbs Page 965 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: DesignSect Field is Imported: Yes Format: Controlled by program Units: Text The design section for the selected frame objects.When this overwrite is applied, any previous auto select section assigned to the frame object is removed.Program determined value means it is taken from the analysis section. Field: FrameType Field is Imported: Yes Format: Controlled by program Units: Text This is either"Moment Frame" or "Braced Frame". This item is used for ductility considerations in the design.Program determined value means it is taken from the steel preferences. Field: Fy Field is Imported: Yes Format: Stress Input (Stresses section of form) Units: Force/Length2 Material yield strength used in the design/check.Specifying 0 means the value is program determined.The program determined value is taken from the material property assigned to the frame object. Field: RLLF Field is Imported: Yes Format: Controlled by program Units: Unitless The live load reduction factor.A reducible live load is multiplied by this factor to obtain the reduced live load for the frame object.Specifying 0 means the value is program determined. Field: AreaRatio Field is Imported: Yes Format: Controlled by program Units: Unitless The ratio of the net area at the end joint to gross cross-sectional area of the section.This ratio affects the design of axial tension members.Specifying 0 means the value is program default which is 1. Table: Overwrites - Steel Design - ASCE 10-97 Field: DesignSect Page 966 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: XLMajor Field is Imported: Yes Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object major axis.This item is specified as a fraction of the frame object length.Multiplying this factor times the frame object length gives the unbraced length for the object.Specifying 0 means the value is program determined. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: XLMinor Field is Imported: Yes Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object minor axis.This item is specified as a fraction of the frame object length.Multiplying this factor times the frame object length gives the unbraced length for the object.Specifying 0 means the value is program determined. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: XKMajor Field is Imported: Yes Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object major axis.This item is specified as a fraction of the frame object length.Multiplying the frame object length with this factor gives the effective length for the object.Specifying 0 means the value is program determined.For beam design, this factor is always taken as 1 regardless of what may be specified in the overwrites.This factor is used for axial compression capacity. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: XKMinor Field is Imported: Yes Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object minor axis.This item is specified as a fraction of the frame object length.Multiplying the frame object length with Table: Overwrites - Steel Design - ASCE 10-97 Field: XLMajor Page 967 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation this factor gives the effective length for the object.Specifying 0 means the value is program determined.For beam design, this factor is always taken as 1 regardless of what may be specified in the overwrites.This factor is used for axial compression capacity. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: CmMajor Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless factor, Cm for major axis bending, used in determining the interaction ratio. It captures the effect of non-uniform moment distribution along the length.Specifying 0 means the value is program determined. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: CmMinor Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless factor, Cm for minor axis bending, used in determining the interaction ratio. It captures the effect of non-uniform moment distribution along the length.Specifying 0 means the value is program determined. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: Cb Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless factor, Cb, used in determining the allowable bending capacity. It captures the effect of non-uniform moment distribution along the length.Specifying 0 means the value is program determined. Field: Pac Field is Imported: Yes Format: Force (Forces section of form) Units: Force Allowable axial compressive capacity. Specifying 0 means the value is program determined. Table: Overwrites - Steel Design - ASCE 10-97 Field: CmMajor Page 968 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Pat Field is Imported: Yes Format: Force (Forces section of form) Units: Force Allowable axial tensile capacity. Specifying 0 means the value is program determined. Field: Ma3 Field is Imported: Yes Format: Moment (Forces section of form) Units: Force-Length Allowable bending moment capacity in major axis bending. Specifying 0 means the value is program determined. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: Ma2 Field is Imported: Yes Format: Moment (Forces section of form) Units: Force-Length Allowable bending moment capacity in minor axis bending. Specifying 0 means the value is program determined. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: Fv2 Field is Imported: Yes Format: Stress Input (Stresses section of form) Units: Force/Length2 Allowable shear capacity force for major direction shear. Specifying 0 means the value is program determined. For symmetrical sections major shear is shear in the local 2-axis direction.For unsymmetrical sections (e.g., angles)major shear is the shear associated with major bending.Note that major bending is the bending about the section principal axis with the larger moment of inertia. Table: Overwrites - Steel Design - ASCE 10-97 Field: Pat Page 969 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Fv3 Field is Imported: Yes Format: Stress Input (Stresses section of form) Units: Force/Length2 Allowable shear capacity force for minor direction shear. Specifying 0 means the value is program determined. For symmetrical sections minor shear is shear in the local 3-axis direction.For unsymmetrical sections (e.g., angles)minor shear is the shear associated with minor bending.Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: CheckDefl Field is Imported: Yes Format: Controlled by program Units: Yes/No Toggle to consider whether deflection limitations should be considered in design.This is either"Yes" or "No". Field: DeflType Field is Imported: Yes Format: Controlled by program Units: Text Toggle to consider deflection limitations as absolute or as divisor of beam length (relative).This is either"Ratio", "Absolute", or "Both". Field: DLRat Field is Imported: Yes Format: Controlled by program Units: Unitless Deflection limitation for dead load.Inputting 120 means that the limit is L/120.Inputting zero is special, since it means no check has to be made for this item. Field: SDLAndLLRat Field is Imported: Yes Format: Controlled by program Units: Unitless Deflection limitation for superimposed dead plus live load.Inputting 120 means that the limit is L/120.Inputting zero is special, since it means no check has to be made for this item. Table: Overwrites - Steel Design - ASCE 10-97 Field: Fv3 Page 970 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: LLRat Field is Imported: Yes Format: Controlled by program Units: Unitless Deflection limitation for superimposed live load.Inputting 360 means that the limit is L/360.Inputting zero is special, since it means no check has to be made for this item. Field: TotalRat Field is Imported: Yes Format: Controlled by program Units: Unitless Deflection limitation for total load.Inputting 240 means that the limit is L/240.Inputting zero is special, since it means no check has to be made for this item. Field: NetRat Field is Imported: Yes Format: Controlled by program Units: Unitless Limitation for net deflection. Camber is subtracted from the total load deflection to get net deflection.Inputting 240 means that the limit is L/240.Inputting zero is special, since it means no check has to be made for this item. Field: DLAbs Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length Deflection limitation for dead load.It is unit dependent.Inputting zero is special, since it means no check has to be made for this item. Field: SDLAndLLAbs Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length Deflection limitation for superimposed dead plus live load.It is unit dependent.Inputting zero is special, since it means no check has to be made for this item. Field: LLAbs Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length Deflection limitation for superimposed live load.It is unit dependent.Inputting zero is special, since it means no check has to be made for this item. Table: Overwrites - Steel Design - ASCE 10-97 Field: LLRat Page 971 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: TotalAbs Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length Deflection limitation for total load.It is unit dependent.Inputting zero is special, since it means no check has to be made for this item. Field: NetAbs Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length Limitation for net deflection. Camber is subtracted from the total load deflection to get net deflection.It is unit dependent.Inputting zero is special, since it means no check has to be made for this item. Field: SpecCamber Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The specified amount of camber to be reported in the design output and to be used in the net deflection check.It is unit dependent. Table: Overwrites - Steel Design - BS5950 2000 Field: Frame Field is Imported: Yes Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: Yes Format: Controlled by program Units: Text The design section for the selected frame objects.When this overwrite is applied, any previous auto select section assigned to the frame object is removed.Program determined value means it is taken from the analysis section. Table: Overwrites - Steel Design - BS5950 2000 Field: TotalAbs Page 972 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: FrameType Field is Imported: Yes Format: Controlled by program Units: Text This is either"Moment Frame" or "Braced Frame". This item is used for ductility considerations in the design.Program determined value means it is taken from the steel preferences. Field: Fy Field is Imported: Yes Format: Stress Input (Stresses section of form) Units: Force/Length2 Material yield strength used in the design/check.Specifying 0 means the value is program determined.The program determined value is taken from the material property assigned to the frame object. Field: RLLF Field is Imported: Yes Format: Controlled by program Units: Unitless The live load reduction factor.A reducible live load is multiplied by this factor to obtain the reduced live load for the frame object.Specifying 0 means the value is program determined. Field: AreaRatio Field is Imported: Yes Format: Controlled by program Units: Unitless The ratio of the net area at the end joint to gross cross-sectional area of the section.This ratio affects the design of axial tension members.Specifying 0 means the value is program default which is 1. Field: XLMajor Field is Imported: Yes Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object major axis.This item is specified as a fraction of the frame object length.Multiplying this factor times the frame object length gives the unbraced length for the object.Specifying 0 means the value is program determined. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Table: Overwrites - Steel Design - BS5950 2000 Field: FrameType Page 973 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: XLMinor Field is Imported: Yes Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object minor axis.This item is specified as a fraction of the frame object length.Multiplying this factor times the frame object length gives the unbraced length for the object.Specifying 0 means the value is program determined. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: XKMajor Field is Imported: Yes Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object major axis.This item is specified as a fraction of the frame object length.Multiplying the frame object length with this factor gives the effective length for the object.Specifying 0 means the value is program determined.For beam design, this factor is always taken as 1 regardless of what may be specified in the overwrites.This factor is used for axial compression capacity. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: XKMinor Field is Imported: Yes Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object minor axis.This item is specified as a fraction of the frame object length.Multiplying the frame object length with this factor gives the effective length for the object.Specifying 0 means the value is program determined.For beam design, this factor is always taken as 1 regardless of what may be specified in the overwrites.This factor is used for axial compression capacity. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Overwrites - Steel Design - BS5950 2000 Field: XLMinor Page 974 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: MMajor Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless factor, Cm for major axis bending, used in determining the interaction ratio. It captures the effect of non-uniform moment distribution along the length.Specifying 0 means the value is program determined. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: MMinor Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless factor, Cm for minor axis bending, used in determining the interaction ratio. It captures the effect of non-uniform moment distribution along the length.Specifying 0 means the value is program determined. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: MLT Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless factor, Cb, used in determining the allowable bending capacity. It captures the effect of non-uniform moment distribution along the length.Specifying 0 means the value is program determined. Field: Pc Field is Imported: Yes Format: Force (Forces section of form) Units: Force Allowable axial compressive capacity. Specifying 0 means the value is program determined. Field: Pt Field is Imported: Yes Format: Force (Forces section of form) Units: Force Allowable axial tensile capacity. Specifying 0 means the value is program determined. Table: Overwrites - Steel Design - BS5950 2000 Field: MMajor Page 975 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Mc3 Field is Imported: Yes Format: Moment (Forces section of form) Units: Force-Length Allowable bending moment capacity in major axis bending. Specifying 0 means the value is program determined. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: Mc2 Field is Imported: Yes Format: Moment (Forces section of form) Units: Force-Length Allowable bending moment capacity in minor axis bending. Specifying 0 means the value is program determined. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: Mb Field is Imported: Yes Format: Moment (Forces section of form) Units: Force-Length Allowable critical moment capacity for major axis bending. Specifying 0 means the value is program determined. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: Pv2 Field is Imported: Yes Format: Force (Forces section of form) Units: Force Allowable shear capacity force for major direction shear. Specifying 0 means the value is program determined. For symmetrical sections major shear is shear in the local 2-axis direction.For unsymmetrical sections (e.g., angles)major shear is the shear associated with major bending.Note that major bending is the bending about the section principal axis with the larger moment of inertia. Table: Overwrites - Steel Design - BS5950 2000 Field: Mc3 Page 976 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Pv3 Field is Imported: Yes Format: Force (Forces section of form) Units: Force Allowable shear capacity force for minor direction shear. Specifying 0 means the value is program determined. For symmetrical sections minor shear is shear in the local 3-axis direction.For unsymmetrical sections (e.g., angles)minor shear is the shear associated with minor bending.Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: CheckDefl Field is Imported: Yes Format: Controlled by program Units: Yes/No Toggle to consider whether deflection limitations should be considered in design.This is either"Yes" or "No". Field: DeflType Field is Imported: Yes Format: Controlled by program Units: Text Toggle to consider deflection limitations as absolute or as divisor of beam length (relative).This is either"Ratio", "Absolute", or "Both". Field: DLRat Field is Imported: Yes Format: Controlled by program Units: Unitless Deflection limitation for dead load.Inputting 120 means that the limit is L/120.Inputting zero is special, since it means no check has to be made for this item. Field: SDLAndLLRat Field is Imported: Yes Format: Controlled by program Units: Unitless Deflection limitation for superimposed dead plus live load.Inputting 120 means that the limit is L/120.Inputting zero is special, since it means no check has to be made for this item. Table: Overwrites - Steel Design - BS5950 2000 Field: Pv3 Page 977 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: LLRat Field is Imported: Yes Format: Controlled by program Units: Unitless Deflection limitation for superimposed live load.Inputting 360 means that the limit is L/360.Inputting zero is special, since it means no check has to be made for this item. Field: TotalRat Field is Imported: Yes Format: Controlled by program Units: Unitless Deflection limitation for total load.Inputting 240 means that the limit is L/240.Inputting zero is special, since it means no check has to be made for this item. Field: NetRat Field is Imported: Yes Format: Controlled by program Units: Unitless Limitation for net deflection. Camber is subtracted from the total load deflection to get net deflection.Inputting 240 means that the limit is L/240.Inputting zero is special, since it means no check has to be made for this item. Field: DLAbs Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length Deflection limitation for dead load.It is unit dependent.Inputting zero is special, since it means no check has to be made for this item. Field: SDLAndLLAbs Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length Deflection limitation for superimposed dead plus live load.It is unit dependent.Inputting zero is special, since it means no check has to be made for this item. Field: LLAbs Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length Deflection limitation for superimposed live load.It is unit dependent.Inputting zero is special, since it means no check has to be made for this item. Table: Overwrites - Steel Design - BS5950 2000 Field: LLRat Page 978 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: TotalAbs Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length Deflection limitation for total load.It is unit dependent.Inputting zero is special, since it means no check has to be made for this item. Field: NetAbs Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length Limitation for net deflection. Camber is subtracted from the total load deflection to get net deflection.It is unit dependent.Inputting zero is special, since it means no check has to be made for this item. Field: SpecCamber Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The specified amount of camber to be reported in the design output and to be used in the net deflection check.It is unit dependent. Table: Overwrites - Steel Design - BS5950 90 Field: Frame Field is Imported: Yes Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: Yes Format: Controlled by program Units: Text The design section for the selected frame objects.When this overwrite is applied, any previous auto select section assigned to the frame object is removed.Program determined value means it is taken from the analysis section. Table: Overwrites - Steel Design - BS5950 90 Field: TotalAbs Page 979 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: FrameType Field is Imported: Yes Format: Controlled by program Units: Text This is either"Moment Frame" or "Braced Frame". This item is used for ductility considerations in the design.Program determined value means it is taken from the steel preferences. Field: Fy Field is Imported: Yes Format: Stress Input (Stresses section of form) Units: Force/Length2 Material yield strength used in the design/check.Specifying 0 means the value is program determined.The program determined value is taken from the material property assigned to the frame object. Field: RLLF Field is Imported: Yes Format: Controlled by program Units: Unitless The live load reduction factor.A reducible live load is multiplied by this factor to obtain the reduced live load for the frame object.Specifying 0 means the value is program determined. Field: AreaRatio Field is Imported: Yes Format: Controlled by program Units: Unitless The ratio of the net area at the end joint to gross cross-sectional area of the section.This ratio affects the design of axial tension members.Specifying 0 means the value is program default which is 1. Field: XLMajor Field is Imported: Yes Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object major axis.This item is specified as a fraction of the frame object length.Multiplying this factor times the frame object length gives the unbraced length for the object.Specifying 0 means the value is program determined. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Table: Overwrites - Steel Design - BS5950 90 Field: FrameType Page 980 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: XLMinor Field is Imported: Yes Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object minor axis.This item is specified as a fraction of the frame object length.Multiplying this factor times the frame object length gives the unbraced length for the object.Specifying 0 means the value is program determined. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: XKMajor Field is Imported: Yes Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object major axis.This item is specified as a fraction of the frame object length.Multiplying the frame object length with this factor gives the effective length for the object.Specifying 0 means the value is program determined.For beam design, this factor is always taken as 1 regardless of what may be specified in the overwrites.This factor is used for axial compression capacity. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: XKMinor Field is Imported: Yes Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object minor axis.This item is specified as a fraction of the frame object length.Multiplying the frame object length with this factor gives the effective length for the object.Specifying 0 means the value is program determined.For beam design, this factor is always taken as 1 regardless of what may be specified in the overwrites.This factor is used for axial compression capacity. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Overwrites - Steel Design - BS5950 90 Field: XLMinor Page 981 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: MMajor Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless factor, Cm for major axis bending, used in determining the interaction ratio. It captures the effect of non-uniform moment distribution along the length.Specifying 0 means the value is program determined. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: MMinor Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless factor, Cm for minor axis bending, used in determining the interaction ratio. It captures the effect of non-uniform moment distribution along the length.Specifying 0 means the value is program determined. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: N Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless factor, Cb, used in determining the allowable bending capacity. It captures the effect of non-uniform moment distribution along the length.Specifying 0 means the value is program determined. Field: Pc Field is Imported: Yes Format: Force (Forces section of form) Units: Force Allowable axial compressive capacity. Specifying 0 means the value is program determined. Field: Pt Field is Imported: Yes Format: Force (Forces section of form) Units: Force Allowable axial tensile capacity. Specifying 0 means the value is program determined. Table: Overwrites - Steel Design - BS5950 90 Field: MMajor Page 982 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Mc3 Field is Imported: Yes Format: Moment (Forces section of form) Units: Force-Length Allowable bending moment capacity in major axis bending. Specifying 0 means the value is program determined. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: Mc2 Field is Imported: Yes Format: Moment (Forces section of form) Units: Force-Length Allowable bending moment capacity in minor axis bending. Specifying 0 means the value is program determined. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: Mb Field is Imported: Yes Format: Moment (Forces section of form) Units: Force-Length Allowable critical moment capacity for major axis bending. Specifying 0 means the value is program determined. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: Pv2 Field is Imported: Yes Format: Force (Forces section of form) Units: Force Allowable shear capacity force for major direction shear. Specifying 0 means the value is program determined. For symmetrical sections major shear is shear in the local 2-axis direction.For unsymmetrical sections (e.g., angles)major shear is the shear associated with major bending.Note that major bending is the bending about the section principal axis with the larger moment of inertia. Table: Overwrites - Steel Design - BS5950 90 Field: Mc3 Page 983 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Pv3 Field is Imported: Yes Format: Force (Forces section of form) Units: Force Allowable shear capacity force for minor direction shear. Specifying 0 means the value is program determined. For symmetrical sections minor shear is shear in the local 3-axis direction.For unsymmetrical sections (e.g., angles)minor shear is the shear associated with minor bending.Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: CheckDefl Field is Imported: Yes Format: Controlled by program Units: Yes/No Toggle to consider whether deflection limitations should be considered in design.This is either"Yes" or "No". Field: DeflType Field is Imported: Yes Format: Controlled by program Units: Text Toggle to consider deflection limitations as absolute or as divisor of beam length (relative).This is either"Ratio", "Absolute", or "Both". Field: DLRat Field is Imported: Yes Format: Controlled by program Units: Unitless Deflection limitation for dead load.Inputting 120 means that the limit is L/120.Inputting zero is special, since it means no check has to be made for this item. Field: SDLAndLLRat Field is Imported: Yes Format: Controlled by program Units: Unitless Deflection limitation for superimposed dead plus live load.Inputting 120 means that the limit is L/120.Inputting zero is special, since it means no check has to be made for this item. Table: Overwrites - Steel Design - BS5950 90 Field: Pv3 Page 984 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: LLRat Field is Imported: Yes Format: Controlled by program Units: Unitless Deflection limitation for superimposed live load.Inputting 360 means that the limit is L/360.Inputting zero is special, since it means no check has to be made for this item. Field: TotalRat Field is Imported: Yes Format: Controlled by program Units: Unitless Deflection limitation for total load.Inputting 240 means that the limit is L/240.Inputting zero is special, since it means no check has to be made for this item. Field: NetRat Field is Imported: Yes Format: Controlled by program Units: Unitless Limitation for net deflection. Camber is subtracted from the total load deflection to get net deflection.Inputting 240 means that the limit is L/240.Inputting zero is special, since it means no check has to be made for this item. Field: DLAbs Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length Deflection limitation for dead load.It is unit dependent.Inputting zero is special, since it means no check has to be made for this item. Field: SDLAndLLAbs Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length Deflection limitation for superimposed dead plus live load.It is unit dependent.Inputting zero is special, since it means no check has to be made for this item. Field: LLAbs Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length Deflection limitation for superimposed live load.It is unit dependent.Inputting zero is special, since it means no check has to be made for this item. Table: Overwrites - Steel Design - BS5950 90 Field: LLRat Page 985 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: TotalAbs Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length Deflection limitation for total load.It is unit dependent.Inputting zero is special, since it means no check has to be made for this item. Field: NetAbs Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length Limitation for net deflection. Camber is subtracted from the total load deflection to get net deflection.It is unit dependent.Inputting zero is special, since it means no check has to be made for this item. Field: SpecCamber Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The specified amount of camber to be reported in the design output and to be used in the net deflection check.It is unit dependent. Table: Overwrites - Steel Design - CAN-CSA-S16-01 Field: Frame Field is Imported: Yes Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: Yes Format: Controlled by program Units: Text The design section for the selected frame objects.When this overwrite is applied, any previous auto select section assigned to the frame object is removed.Program determined value means it is taken from the analysis section. Table: Overwrites - Steel Design - CAN-CSA-S16-01 Field: TotalAbs Page 986 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: FrameType Field is Imported: Yes Format: Controlled by program Units: Text This is either"Moment Frame" or "Braced Frame". This item is used for ductility considerations in the design.Program determined value means it is taken from the steel preferences. Field: Fy Field is Imported: Yes Format: Stress Input (Stresses section of form) Units: Force/Length2 Material yield strength used in the design/check.Specifying 0 means the value is program determined.The program determined value is taken from the material property assigned to the frame object. Field: RLLF Field is Imported: Yes Format: Controlled by program Units: Unitless The live load reduction factor.A reducible live load is multiplied by this factor to obtain the reduced live load for the frame object.Specifying 0 means the value is program determined. Field: AreaRatio Field is Imported: Yes Format: Controlled by program Units: Unitless The ratio of the net area at the end joint to gross cross-sectional area of the section.This ratio affects the design of axial tension members.Specifying 0 means the value is program default which is 1. Field: XLMajor Field is Imported: Yes Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object major axis.This item is specified as a fraction of the frame object length.Multiplying this factor times the frame object length gives the unbraced length for the object.Specifying 0 means the value is program determined. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Table: Overwrites - Steel Design - CAN-CSA-S16-01 Field: FrameType Page 987 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: XLMinor Field is Imported: Yes Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object minor axis.This item is specified as a fraction of the frame object length.Multiplying this factor times the frame object length gives the unbraced length for the object.Specifying 0 means the value is program determined. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: XLLTB Field is Imported: Yes Format: Controlled by program Units: Unitless Unbraced length factor for lateral-torsional buckling for the frame object.This item is specified as a fraction of the frame object length.Multiplying this factor times the frame object length gives the unbraced length for the object.Specifying 0 means the value is program determined. Field: XKMajor Field is Imported: Yes Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object major axis.This item is specified as a fraction of the frame object length.Multiplying the frame object length with this factor gives the effective length for the object.Specifying 0 means the value is program determined.For beam design, this factor is always taken as 1 regardless of what may be specified in the overwrites.This factor is used for axial compression capacity. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: XKMinor Field is Imported: Yes Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object minor axis.This item is specified as a fraction of the frame object length.Multiplying the frame object length with this factor gives the effective length for the object.Specifying 0 means the value is program determined.For beam design, this factor is always taken as 1 regardless of what may be specified in the overwrites.This factor is used for axial compression capacity. Table: Overwrites - Steel Design - CAN-CSA-S16-01 Field: XLMinor Page 988 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: XKLTB Field is Imported: Yes Format: Controlled by program Units: Unitless Effective length factor for lateral-torsional buckling. This item is specified as a fraction of the frame object length.Multiplying the frame object length with this factor gives the effective length for the object.Specifying 0 means the value is program determined.For beam design, this factor is taken as 1 by default. The should be set by the user. Field: Omega1Major Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless factor, Cm for major axis bending, used in determining the interaction ratio. It captures the effect of non-uniform moment distribution along the length.Specifying 0 means the value is program determined. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: Omega1Minor Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless factor, Cm for minor axis bending, used in determining the interaction ratio. It captures the effect of non-uniform moment distribution along the length.Specifying 0 means the value is program determined. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: Omega2 Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless factor, Cb, used in determining the allowable bending capacity. It captures the effect of non-uniform moment distribution along the length.Specifying 0 means the value is program determined. Table: Overwrites - Steel Design - CAN-CSA-S16-01 Field: XKLTB Page 989 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: U1Major Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless moment magnification factor for non-sway major axis bending moment.Specifying 0 means the value is program determined. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: U1Minor Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless moment magnification factor for non-sway minor axis bending moment.Specifying 0 means the value is program determined. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: U2Major Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless moment magnification factor for sway major-axis bending moment. Specifying 0 means the value is program determined.The program determined value is taken as 1 because it is assumed that P-Delta effects were specified to be included in the analysis, and thus no further magnification is required. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: U2Minor Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless moment magnification factor for sway minor-axis bending moment. Specifying 0 means the value is program determined.The program determined value is taken as 1 because it is assumed that P-Delta effects were specified to be included in the analysis, and thus no further magnification is required. Table: Overwrites - Steel Design - CAN-CSA-S16-01 Field: U1Major Page 990 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: NPower Field is Imported: Yes Format: Controlled by program Units: Unitless Parameter for Compression Resistance. Unitless factor used in the calculation of compression resistance. Its value should be picked up for the compression curve. Typical values are 2.24 (SSRC Curve 1), 1.34 (SSRC Curve 2), and 1.00 (SSRC Curve 3). Lower values are conservative. Its effect is minimal if lambda is close to zero or very large (lambda > 2.0). See CSA-S16-01/S16S1-05 section 13.3.1 and related commentary. Specifying 0 means the value is program determined. Field: Ry Field is Imported: Yes Format: Controlled by program Units: Unitless The ratio of the expected yield strength to the minimum specified yield strength. This ratio is used in capacity based design for special seismic cases. Specifying 0 means the value is program determined. Field: Cr Field is Imported: Yes Format: Force (Forces section of form) Units: Force Allowable axial compressive capacity. Specifying 0 means the value is program determined. Field: Tr Field is Imported: Yes Format: Force (Forces section of form) Units: Force Allowable axial tensile capacity. Specifying 0 means the value is program determined. Field: Mr3 Field is Imported: Yes Format: Moment (Forces section of form) Units: Force-Length Allowable bending moment capacity in major axis bending. Specifying 0 means the value is program determined. Table: Overwrites - Steel Design - CAN-CSA-S16-01 Field: NPower Page 991 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: Mr2 Field is Imported: Yes Format: Moment (Forces section of form) Units: Force-Length Allowable bending moment capacity in minor axis bending. Specifying 0 means the value is program determined. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: Vr2 Field is Imported: Yes Format: Force (Forces section of form) Units: Force Allowable shear capacity force for major direction shear. Specifying 0 means the value is program determined. For symmetrical sections major shear is shear in the local 2-axis direction.For unsymmetrical sections (e.g., angles)major shear is the shear associated with major bending.Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: Vr3 Field is Imported: Yes Format: Force (Forces section of form) Units: Force Allowable shear capacity force for minor direction shear. Specifying 0 means the value is program determined. For symmetrical sections minor shear is shear in the local 3-axis direction.For unsymmetrical sections (e.g., angles)minor shear is the shear associated with minor bending.Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: CheckDefl Field is Imported: Yes Format: Controlled by program Units: Yes/No Toggle to consider whether deflection limitations should be considered in design.This is either"Yes" or "No". Table: Overwrites - Steel Design - CAN-CSA-S16-01 Field: Mr2 Page 992 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: DeflType Field is Imported: Yes Format: Controlled by program Units: Text Toggle to consider deflection limitations as absolute or as divisor of beam length (relative).This is either"Ratio", "Absolute", or "Both". Field: DLRat Field is Imported: Yes Format: Controlled by program Units: Unitless Deflection limitation for dead load.Inputting 120 means that the limit is L/120.Inputting zero is special, since it means no check has to be made for this item. Field: SDLAndLLRat Field is Imported: Yes Format: Controlled by program Units: Unitless Deflection limitation for superimposed dead plus live load.Inputting 120 means that the limit is L/120.Inputting zero is special, since it means no check has to be made for this item. Field: LLRat Field is Imported: Yes Format: Controlled by program Units: Unitless Deflection limitation for superimposed live load.Inputting 360 means that the limit is L/360.Inputting zero is special, since it means no check has to be made for this item. Field: TotalRat Field is Imported: Yes Format: Controlled by program Units: Unitless Deflection limitation for total load.Inputting 240 means that the limit is L/240.Inputting zero is special, since it means no check has to be made for this item. Field: NetRat Field is Imported: Yes Format: Controlled by program Units: Unitless Limitation for net deflection. Camber is subtracted from the total load deflection to get net deflection.Inputting 240 means that the limit is L/240.Inputting zero is special, since it means no check has to be made for this item. Table: Overwrites - Steel Design - CAN-CSA-S16-01 Field: DeflType Page 993 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: DLAbs Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length Deflection limitation for dead load.It is unit dependent.Inputting zero is special, since it means no check has to be made for this item. Field: SDLAndLLAbs Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length Deflection limitation for superimposed dead plus live load.It is unit dependent.Inputting zero is special, since it means no check has to be made for this item. Field: LLAbs Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length Deflection limitation for superimposed live load.It is unit dependent.Inputting zero is special, since it means no check has to be made for this item. Field: TotalAbs Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length Deflection limitation for total load.It is unit dependent.Inputting zero is special, since it means no check has to be made for this item. Field: NetAbs Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length Limitation for net deflection. Camber is subtracted from the total load deflection to get net deflection.It is unit dependent.Inputting zero is special, since it means no check has to be made for this item. Field: SpecCamber Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The specified amount of camber to be reported in the design output and to be used in the net deflection check.It is unit dependent. Table: Overwrites - Steel Design - CAN-CSA-S16-01 Field: DLAbs Page 994 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Overwrites - Steel Design - Chinese 2002 Field: Frame Field is Imported: Yes Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: Yes Format: Controlled by program Units: Text The design section for the selected frame objects.When this overwrite is applied, any previous auto select section assigned to the frame object is removed.Program determined value means it is taken from the analysis section. Field: FrameType Field is Imported: Yes Format: Controlled by program Units: Text This is either"Moment Frame" or "Braced Frame". This item is used for ductility considerations in the design.Program determined value means it is taken from the steel preferences. Field: Fy Field is Imported: Yes Format: Stress Input (Stresses section of form) Units: Force/Length2 Material yield strength used in the design/check.Specifying 0 means the value is program determined.The program determined value is taken from the material property assigned to the frame object. Field: RLLF Field is Imported: Yes Format: Controlled by program Units: Unitless The live load reduction factor.A reducible live load is multiplied by this factor to obtain the reduced live load for the frame object.Specifying 0 means the value is program determined. Table: Overwrites - Steel Design - Chinese 2002 Field: Frame Page 995 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: AreaRatio Field is Imported: Yes Format: Controlled by program Units: Unitless The ratio of the net area at the end joint to gross cross-sectional area of the section.This ratio affects the design of axial tension members.Specifying 0 means the value is program default which is 1. Field: XLMajor Field is Imported: Yes Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object major axis.This item is specified as a fraction of the frame object length.Multiplying this factor times the frame object length gives the unbraced length for the object.Specifying 0 means the value is program determined. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: XLMinor Field is Imported: Yes Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object minor axis.This item is specified as a fraction of the frame object length.Multiplying this factor times the frame object length gives the unbraced length for the object.Specifying 0 means the value is program determined. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: MueMajor Field is Imported: Yes Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object major axis.This item is specified as a fraction of the frame object length.Multiplying the frame object length with this factor gives the effective length for the object.Specifying 0 means the value is program determined.For beam design, this factor is always taken as 1 regardless of what may be specified in the overwrites.This factor is used for axial compression capacity. Table: Overwrites - Steel Design - Chinese 2002 Field: AreaRatio Page 996 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: MueMinor Field is Imported: Yes Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object minor axis.This item is specified as a fraction of the frame object length.Multiplying the frame object length with this factor gives the effective length for the object.Specifying 0 means the value is program determined.For beam design, this factor is always taken as 1 regardless of what may be specified in the overwrites.This factor is used for axial compression capacity. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: BetaMMajor Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless factor for major axis bending, used in determining the equivalent moment.It captures the effect of non-uniform moment distribution along the length.Specifying 0 means the value is program determined. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: BetaMMinor Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless factor for minor axis bending, used in determining the equivalent moment.It captures the effect of non-uniform moment distribution along the length.Specifying 0 means the value is program determined. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Overwrites - Steel Design - Chinese 2002 Field: MueMinor Page 997 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: BetaTMajor Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless factor for major axis bending, used in determining the equivalent moment.It captures the effect of non-uniform moment distribution along the length.Specifying 0 means the value is program determined. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: BetaTMinor Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless factor for minor axis bending, used in determining the equivalent moment.It captures the effect of non-uniform moment distribution along the length.Specifying 0 means the value is program determined. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: PhiMajor Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless factor for major axis bending, used in the interaction equation.Specifying 0 means the value is program determined. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: PhiMinor Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless factor for minor axis bending, used in the interaction equation.Specifying 0 means the value is program determined. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Overwrites - Steel Design - Chinese 2002 Field: BetaTMajor Page 998 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: PhiBMajor Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless factor for major axis bending, used in the interaction equation.Specifying 0 means the value is program determined. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: PhiBMinor Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless factor for major axis bending, used in the interaction equation.Specifying 0 means the value is program determined. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: GammaMajor Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless factor for major axis bending, used in the interaction equation.Specifying 0 means the value is program determined. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: GammaMinor Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless factor for major axis bending, used in the interaction equation.Specifying 0 means the value is program determined. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Overwrites - Steel Design - Chinese 2002 Field: PhiBMajor Page 999 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: DeltaMajor Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless moment magnification factor for non-sway major axis bending moment.Specifying 0 means the value is program determined. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: DeltaMinor Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless moment magnification factor for non-sway minor axis bending moment.Specifying 0 means the value is program determined. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: EtaSect Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless factor used in the interaction equation.Specifying 0 means the value is program determined. Field: EtaBC Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless factor used in the calculation of beam/column capacity ratio.Specifying 0 means the value is program determined. Field: KLoRLimitC Field is Imported: Yes Format: Controlled by program Units: Unitless Slenderness ratio (Mue*L/r) limit for the member(s) with compressive axial load for both seismic and nonseismic load combinations.Specifying 0 means the value is program determined. Table: Overwrites - Steel Design - Chinese 2002 Field: DeltaMajor Page 1000 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: LoRLimitT Field is Imported: Yes Format: Controlled by program Units: Unitless Slenderness ratio (L/r) limit for the member(s) with tensile axial load for both seismic and nonseismic load combinations.Specifying 0 means the value is program determined. Field: F Field is Imported: Yes Format: Stress Input (Stresses section of form) Units: Force/Length2 Allowable normal stress.Specifying 0 means the value is program determined. Field: Fv Field is Imported: Yes Format: Stress Input (Stresses section of form) Units: Force/Length2 Allowable shear stress.Specifying 0 means the value is program determined. Field: SeisMag Field is Imported: Yes Format: Controlled by program Units: Unitless Specifying 0 means the value is program determined.Program determined value means it is taken from the code specified table.Program determined value means it is calculated for each element uniquely. Field: DualMag Field is Imported: Yes Format: Controlled by program Units: Unitless Dual system seismic magnification factor to ensure at least 25% base shear is carried by the steel frame.This item is taken as 1 by default.It is not calculated.Specifying 0 means the value is program default which is 1. Field: FictShear Field is Imported: Yes Format: Controlled by program Units: Yes/No Toggle to consider whether fictitious shear should be considered in design.This is either"Ratio", "Absolute", or "Both". Table: Overwrites - Steel Design - Chinese 2002 Field: LoRLimitT Page 1001 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: TransCol Field is Imported: Yes Format: Controlled by program Units: Yes/No Toggle to consider whether this column has to be considered as part of the "Transfer Frame".This is either"Yes" or "No". Program determined value means default value which is "No". Field: RolledSect Field is Imported: Yes Format: Controlled by program Units: Yes/No Toggle to consider whether the design section has to be considered as "Rolled" or "Welded".This is either"Yes" or "No". Field: GasCut Field is Imported: Yes Format: Controlled by program Units: Yes/No Toggle to consider whether the design section has to be considered as "Gascut".This is either"Yes" or "No". Field: BothPinned Field is Imported: Yes Format: Controlled by program Units: Yes/No Toggle to consider whether this member has to be considered as "Pin-connected".This is either"Yes" or "No". Field: CheckDefl Field is Imported: Yes Format: Controlled by program Units: Yes/No Toggle to consider whether deflection limitations should be considered in design.This is either"Yes" or "No". Field: DeflType Field is Imported: Yes Format: Controlled by program Units: Text Toggle to consider deflection limitations as absolute or as divisor of beam length (relative).This is either"Ratio", "Absolute", or "Both". Table: Overwrites - Steel Design - Chinese 2002 Field: TransCol Page 1002 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: DLRat Field is Imported: Yes Format: Controlled by program Units: Unitless Deflection limitation for dead load.Inputting 120 means that the limit is L/120.Inputting zero is special, since it means no check has to be made for this item. Field: SDLAndLLRat Field is Imported: Yes Format: Controlled by program Units: Unitless Deflection limitation for superimposed dead plus live load.Inputting 120 means that the limit is L/120.Inputting zero is special, since it means no check has to be made for this item. Field: LLRat Field is Imported: Yes Format: Controlled by program Units: Unitless Deflection limitation for superimposed live load.Inputting 360 means that the limit is L/360.Inputting zero is special, since it means no check has to be made for this item. Field: TotalRat Field is Imported: Yes Format: Controlled by program Units: Unitless Deflection limitation for total load.Inputting 240 means that the limit is L/240.Inputting zero is special, since it means no check has to be made for this item. Field: NetRat Field is Imported: Yes Format: Controlled by program Units: Unitless Limitation for net deflection. Camber is subtracted from the total load deflection to get net deflection.Inputting 240 means that the limit is L/240.Inputting zero is special, since it means no check has to be made for this item. Field: DLAbs Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length Deflection limitation for dead load.It is unit dependent.Inputting zero is special, since it means no check has to be made for this item. Table: Overwrites - Steel Design - Chinese 2002 Field: DLRat Page 1003 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: SDLAndLLAbs Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length Deflection limitation for superimposed dead plus live load.It is unit dependent.Inputting zero is special, since it means no check has to be made for this item. Field: LLAbs Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length Deflection limitation for superimposed live load.It is unit dependent.Inputting zero is special, since it means no check has to be made for this item. Field: TotalAbs Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length Deflection limitation for total load.It is unit dependent.Inputting zero is special, since it means no check has to be made for this item. Field: NetAbs Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length Limitation for net deflection. Camber is subtracted from the total load deflection to get net deflection.It is unit dependent.Inputting zero is special, since it means no check has to be made for this item. Field: SpecCamber Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The specified amount of camber to be reported in the design output and to be used in the net deflection check.It is unit dependent. Table: Overwrites - Steel Design - Chinese 2002 Field: SDLAndLLAbs Page 1004 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Overwrites - Steel Design - CISC 95 Field: Frame Field is Imported: Yes Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: Yes Format: Controlled by program Units: Text The design section for the selected frame objects.When this overwrite is applied, any previous auto select section assigned to the frame object is removed.Program determined value means it is taken from the analysis section. Field: FrameType Field is Imported: Yes Format: Controlled by program Units: Text This is either"Moment Frame" or "Braced Frame". This item is used for ductility considerations in the design.Program determined value means it is taken from the steel preferences. Field: Fy Field is Imported: Yes Format: Stress Input (Stresses section of form) Units: Force/Length2 Material yield strength used in the design/check.Specifying 0 means the value is program determined.The program determined value is taken from the material property assigned to the frame object. Field: RLLF Field is Imported: Yes Format: Controlled by program Units: Unitless The live load reduction factor.A reducible live load is multiplied by this factor to obtain the reduced live load for the frame object.Specifying 0 means the value is program determined. Table: Overwrites - Steel Design - CISC 95 Field: Frame Page 1005 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: AreaRatio Field is Imported: Yes Format: Controlled by program Units: Unitless The ratio of the net area at the end joint to gross cross-sectional area of the section.This ratio affects the design of axial tension members.Specifying 0 means the value is program default which is 1. Field: XLMajor Field is Imported: Yes Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object major axis.This item is specified as a fraction of the frame object length.Multiplying this factor times the frame object length gives the unbraced length for the object.Specifying 0 means the value is program determined. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: XLMinor Field is Imported: Yes Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object minor axis.This item is specified as a fraction of the frame object length.Multiplying this factor times the frame object length gives the unbraced length for the object.Specifying 0 means the value is program determined. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: XKMajor Field is Imported: Yes Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object major axis.This item is specified as a fraction of the frame object length.Multiplying the frame object length with this factor gives the effective length for the object.Specifying 0 means the value is program determined.For beam design, this factor is always taken as 1 regardless of what may be specified in the overwrites.This factor is used for axial compression capacity. Table: Overwrites - Steel Design - CISC 95 Field: AreaRatio Page 1006 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: XKMinor Field is Imported: Yes Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object minor axis.This item is specified as a fraction of the frame object length.Multiplying the frame object length with this factor gives the effective length for the object.Specifying 0 means the value is program determined.For beam design, this factor is always taken as 1 regardless of what may be specified in the overwrites.This factor is used for axial compression capacity. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: Omega1Major Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless factor, Cm for major axis bending, used in determining the interaction ratio. It captures the effect of non-uniform moment distribution along the length.Specifying 0 means the value is program determined. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: Omega1Minor Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless factor, Cm for minor axis bending, used in determining the interaction ratio. It captures the effect of non-uniform moment distribution along the length.Specifying 0 means the value is program determined. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Overwrites - Steel Design - CISC 95 Field: XKMinor Page 1007 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Omega2 Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless factor, Cb, used in determining the allowable bending capacity. It captures the effect of non-uniform moment distribution along the length.Specifying 0 means the value is program determined. Field: U1Major Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless moment magnification factor for non-sway major axis bending moment.Specifying 0 means the value is program determined. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: U1Minor Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless moment magnification factor for non-sway minor axis bending moment.Specifying 0 means the value is program determined. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: U2Major Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless moment magnification factor for sway major-axis bending moment. Specifying 0 means the value is program determined.The program determined value is taken as 1 because it is assumed that P-Delta effects were specified to be included in the analysis, and thus no further magnification is required. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Table: Overwrites - Steel Design - CISC 95 Field: Omega2 Page 1008 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: U2Minor Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless moment magnification factor for sway minor-axis bending moment. Specifying 0 means the value is program determined.The program determined value is taken as 1 because it is assumed that P-Delta effects were specified to be included in the analysis, and thus no further magnification is required. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: Cr Field is Imported: Yes Format: Force (Forces section of form) Units: Force Allowable axial compressive capacity. Specifying 0 means the value is program determined. Field: Tr Field is Imported: Yes Format: Force (Forces section of form) Units: Force Allowable axial tensile capacity. Specifying 0 means the value is program determined. Field: Mr3 Field is Imported: Yes Format: Moment (Forces section of form) Units: Force-Length Allowable bending moment capacity in major axis bending. Specifying 0 means the value is program determined. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: Mr2 Field is Imported: Yes Format: Moment (Forces section of form) Units: Force-Length Allowable bending moment capacity in minor axis bending. Specifying 0 means the value is program determined. Table: Overwrites - Steel Design - CISC 95 Field: U2Minor Page 1009 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: Vr2 Field is Imported: Yes Format: Force (Forces section of form) Units: Force Allowable shear capacity force for major direction shear. Specifying 0 means the value is program determined. For symmetrical sections major shear is shear in the local 2-axis direction.For unsymmetrical sections (e.g., angles)major shear is the shear associated with major bending.Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: Vr3 Field is Imported: Yes Format: Force (Forces section of form) Units: Force Allowable shear capacity force for minor direction shear. Specifying 0 means the value is program determined. For symmetrical sections minor shear is shear in the local 3-axis direction.For unsymmetrical sections (e.g., angles)minor shear is the shear associated with minor bending.Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: CheckDefl Field is Imported: Yes Format: Controlled by program Units: Yes/No Toggle to consider whether deflection limitations should be considered in design.This is either"Yes" or "No". Field: DeflType Field is Imported: Yes Format: Controlled by program Units: Text Toggle to consider deflection limitations as absolute or as divisor of beam length (relative).This is either"Ratio", "Absolute", or "Both". Table: Overwrites - Steel Design - CISC 95 Field: Vr2 Page 1010 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: DLRat Field is Imported: Yes Format: Controlled by program Units: Unitless Deflection limitation for dead load.Inputting 120 means that the limit is L/120.Inputting zero is special, since it means no check has to be made for this item. Field: SDLAndLLRat Field is Imported: Yes Format: Controlled by program Units: Unitless Deflection limitation for superimposed dead plus live load.Inputting 120 means that the limit is L/120.Inputting zero is special, since it means no check has to be made for this item. Field: LLRat Field is Imported: Yes Format: Controlled by program Units: Unitless Deflection limitation for superimposed live load.Inputting 360 means that the limit is L/360.Inputting zero is special, since it means no check has to be made for this item. Field: TotalRat Field is Imported: Yes Format: Controlled by program Units: Unitless Deflection limitation for total load.Inputting 240 means that the limit is L/240.Inputting zero is special, since it means no check has to be made for this item. Field: NetRat Field is Imported: Yes Format: Controlled by program Units: Unitless Limitation for net deflection. Camber is subtracted from the total load deflection to get net deflection.Inputting 240 means that the limit is L/240.Inputting zero is special, since it means no check has to be made for this item. Field: DLAbs Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length Deflection limitation for dead load.It is unit dependent.Inputting zero is special, since it means no check has to be made for this item. Table: Overwrites - Steel Design - CISC 95 Field: DLRat Page 1011 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: SDLAndLLAbs Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length Deflection limitation for superimposed dead plus live load.It is unit dependent.Inputting zero is special, since it means no check has to be made for this item. Field: LLAbs Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length Deflection limitation for superimposed live load.It is unit dependent.Inputting zero is special, since it means no check has to be made for this item. Field: TotalAbs Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length Deflection limitation for total load.It is unit dependent.Inputting zero is special, since it means no check has to be made for this item. Field: NetAbs Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length Limitation for net deflection. Camber is subtracted from the total load deflection to get net deflection.It is unit dependent.Inputting zero is special, since it means no check has to be made for this item. Field: SpecCamber Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The specified amount of camber to be reported in the design output and to be used in the net deflection check.It is unit dependent. Table: Overwrites - Steel Design - CISC 95 Field: SDLAndLLAbs Page 1012 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Overwrites - Steel Design - EUROCODE 3-1993 Field: Frame Field is Imported: Yes Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: Yes Format: Controlled by program Units: Text The design section for the selected frame objects.When this overwrite is applied, any previous auto select section assigned to the frame object is removed.Program determined value means it is taken from the analysis section. Field: FrameType Field is Imported: Yes Format: Controlled by program Units: Text This is either"Moment Frame" or "Braced Frame". This item is used for ductility considerations in the design.Program determined value means it is taken from the steel preferences. Field: Fy Field is Imported: Yes Format: Stress Input (Stresses section of form) Units: Force/Length2 Material yield strength used in the design/check.Specifying 0 means the value is program determined.The program determined value is taken from the material property assigned to the frame object. Field: RLLF Field is Imported: Yes Format: Controlled by program Units: Unitless The live load reduction factor.A reducible live load is multiplied by this factor to obtain the reduced live load for the frame object.Specifying 0 means the value is program determined. Table: Overwrites - Steel Design - EUROCODE 3-1993 Field: Frame Page 1013 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: AreaRatio Field is Imported: Yes Format: Controlled by program Units: Unitless The ratio of the net area at the end joint to gross cross-sectional area of the section.This ratio affects the design of axial tension members.Specifying 0 means the value is program default which is 1. Field: XLMajor Field is Imported: Yes Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object major axis.This item is specified as a fraction of the frame object length.Multiplying this factor times the frame object length gives the unbraced length for the object.Specifying 0 means the value is program determined. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: XLMinor Field is Imported: Yes Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object minor axis.This item is specified as a fraction of the frame object length.Multiplying this factor times the frame object length gives the unbraced length for the object.Specifying 0 means the value is program determined. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: XKMajor Field is Imported: Yes Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object major axis.This item is specified as a fraction of the frame object length.Multiplying the frame object length with this factor gives the effective length for the object.Specifying 0 means the value is program determined.For beam design, this factor is always taken as 1 regardless of what may be specified in the overwrites.This factor is used for axial compression capacity. Table: Overwrites - Steel Design - EUROCODE 3-1993 Field: AreaRatio Page 1014 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: XKMinor Field is Imported: Yes Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object minor axis.This item is specified as a fraction of the frame object length.Multiplying the frame object length with this factor gives the effective length for the object.Specifying 0 means the value is program determined.For beam design, this factor is always taken as 1 regardless of what may be specified in the overwrites.This factor is used for axial compression capacity. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: KMajor Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless factor, Cm for major axis bending, used in determining the interaction ratio. It captures the effect of non-uniform moment distribution along the length.Specifying 0 means the value is program determined. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: KMinor Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless factor, Cm for minor axis bending, used in determining the interaction ratio. It captures the effect of non-uniform moment distribution along the length.Specifying 0 means the value is program determined. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Overwrites - Steel Design - EUROCODE 3-1993 Field: XKMinor Page 1015 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: C1 Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless factor, Cb, used in determining the allowable bending capacity. It captures the effect of non-uniform moment distribution along the length.Specifying 0 means the value is program determined. Field: KLT Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless moment magnification factor for non-sway major axis bending moment.Specifying 0 means the value is program determined. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: NoSwayFact Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless moment magnification factor for non-sway minor axis bending moment.Specifying 0 means the value is program determined. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: PsiMajor Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless moment magnification factor for sway major-axis bending moment. Specifying 0 means the value is program determined.The program determined value is taken as 1 because it is assumed that P-Delta effects were specified to be included in the analysis, and thus no further magnification is required. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Table: Overwrites - Steel Design - EUROCODE 3-1993 Field: C1 Page 1016 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: PsiMinor Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless moment magnification factor for sway minor-axis bending moment. Specifying 0 means the value is program determined.The program determined value is taken as 1 because it is assumed that P-Delta effects were specified to be included in the analysis, and thus no further magnification is required. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: Nc Field is Imported: Yes Format: Force (Forces section of form) Units: Force Allowable axial compressive capacity. Specifying 0 means the value is program determined. Field: Nt Field is Imported: Yes Format: Force (Forces section of form) Units: Force Allowable axial tensile capacity. Specifying 0 means the value is program determined. Field: Mc3 Field is Imported: Yes Format: Moment (Forces section of form) Units: Force-Length Allowable bending moment capacity in major axis bending. Specifying 0 means the value is program determined. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: Mc2 Field is Imported: Yes Format: Moment (Forces section of form) Units: Force-Length Allowable bending moment capacity in minor axis bending. Specifying 0 means the value is program determined. Table: Overwrites - Steel Design - EUROCODE 3-1993 Field: PsiMinor Page 1017 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: Mb Field is Imported: Yes Format: Moment (Forces section of form) Units: Force-Length Allowable critical moment capacity for major axis bending. Specifying 0 means the value is program determined. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: V2 Field is Imported: Yes Format: Force (Forces section of form) Units: Force Allowable shear capacity force for major direction shear. Specifying 0 means the value is program determined. For symmetrical sections major shear is shear in the local 2-axis direction.For unsymmetrical sections (e.g., angles)major shear is the shear associated with major bending.Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: V3 Field is Imported: Yes Format: Force (Forces section of form) Units: Force Allowable shear capacity force for minor direction shear. Specifying 0 means the value is program determined. For symmetrical sections minor shear is shear in the local 3-axis direction.For unsymmetrical sections (e.g., angles)minor shear is the shear associated with minor bending.Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: CheckDefl Field is Imported: Yes Format: Controlled by program Units: Yes/No Toggle to consider whether deflection limitations should be considered in design.This is either"Yes" or "No". Table: Overwrites - Steel Design - EUROCODE 3-1993 Field: Mb Page 1018 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: DeflType Field is Imported: Yes Format: Controlled by program Units: Text Toggle to consider deflection limitations as absolute or as divisor of beam length (relative).This is either"Ratio", "Absolute", or "Both". Field: DLRat Field is Imported: Yes Format: Controlled by program Units: Unitless Deflection limitation for dead load.Inputting 120 means that the limit is L/120.Inputting zero is special, since it means no check has to be made for this item. Field: SDLAndLLRat Field is Imported: Yes Format: Controlled by program Units: Unitless Deflection limitation for superimposed dead plus live load.Inputting 120 means that the limit is L/120.Inputting zero is special, since it means no check has to be made for this item. Field: LLRat Field is Imported: Yes Format: Controlled by program Units: Unitless Deflection limitation for superimposed live load.Inputting 360 means that the limit is L/360.Inputting zero is special, since it means no check has to be made for this item. Field: TotalRat Field is Imported: Yes Format: Controlled by program Units: Unitless Deflection limitation for total load.Inputting 240 means that the limit is L/240.Inputting zero is special, since it means no check has to be made for this item. Field: NetRat Field is Imported: Yes Format: Controlled by program Units: Unitless Limitation for net deflection. Camber is subtracted from the total load deflection to get net deflection.Inputting 240 means that the limit is L/240.Inputting zero is special, since it means no check has to be made for this item. Table: Overwrites - Steel Design - EUROCODE 3-1993 Field: DeflType Page 1019 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: DLAbs Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length Deflection limitation for dead load.It is unit dependent.Inputting zero is special, since it means no check has to be made for this item. Field: SDLAndLLAbs Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length Deflection limitation for superimposed dead plus live load.It is unit dependent.Inputting zero is special, since it means no check has to be made for this item. Field: LLAbs Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length Deflection limitation for superimposed live load.It is unit dependent.Inputting zero is special, since it means no check has to be made for this item. Field: TotalAbs Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length Deflection limitation for total load.It is unit dependent.Inputting zero is special, since it means no check has to be made for this item. Field: NetAbs Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length Limitation for net deflection. Camber is subtracted from the total load deflection to get net deflection.It is unit dependent.Inputting zero is special, since it means no check has to be made for this item. Field: SpecCamber Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The specified amount of camber to be reported in the design output and to be used in the net deflection check.It is unit dependent. Table: Overwrites - Steel Design - EUROCODE 3-1993 Field: DLAbs Page 1020 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Overwrites - Steel Design - Eurocode 3-2005 Field: Frame Field is Imported: Yes Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: Yes Format: Controlled by program Units: Text The design section for the selected frame objects.When this overwrite is applied, any previous auto select section assigned to the frame object is removed.Program determined value means it is taken from the analysis section. Field: FrameType Field is Imported: Yes Format: Controlled by program Units: Text This is either"Moment Frame" or "Braced Frame". This item is used for ductility considerations in the design.Program determined value means it is taken from the steel preferences. Field: Fy Field is Imported: Yes Format: Stress Input (Stresses section of form) Units: Force/Length2 Material yield strength used in the design/check.Specifying 0 means the value is program determined.The program determined value is taken from the material property assigned to the frame object. Field: RLLF Field is Imported: Yes Format: Controlled by program Units: Unitless The live load reduction factor.A reducible live load is multiplied by this factor to obtain the reduced live load for the frame object.Specifying 0 means the value is program determined. Table: Overwrites - Steel Design - Eurocode 3-2005 Field: Frame Page 1021 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: AreaRatio Field is Imported: Yes Format: Controlled by program Units: Unitless The ratio of the net area at the end joint to gross cross-sectional area of the section.This ratio affects the design of axial tension members.Specifying 0 means the value is program default which is 1. Field: XLMajor Field is Imported: Yes Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object major axis.This item is specified as a fraction of the frame object length.Multiplying this factor times the frame object length gives the unbraced length for the object.Specifying 0 means the value is program determined. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: XLMinor Field is Imported: Yes Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object minor axis.This item is specified as a fraction of the frame object length.Multiplying this factor times the frame object length gives the unbraced length for the object.Specifying 0 means the value is program determined. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: XKMajor Field is Imported: Yes Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object major axis.This item is specified as a fraction of the frame object length.Multiplying the frame object length with this factor gives the effective length for the object.Specifying 0 means the value is program determined.For beam design, this factor is always taken as 1 regardless of what may be specified in the overwrites.This factor is used for axial compression capacity. Table: Overwrites - Steel Design - Eurocode 3-2005 Field: AreaRatio Page 1022 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: XKMinor Field is Imported: Yes Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object minor axis.This item is specified as a fraction of the frame object length.Multiplying the frame object length with this factor gives the effective length for the object.Specifying 0 means the value is program determined.For beam design, this factor is always taken as 1 regardless of what may be specified in the overwrites.This factor is used for axial compression capacity. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: KMajor Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless factor, Cm for major axis bending, used in determining the interaction ratio. It captures the effect of non-uniform moment distribution along the length.Specifying 0 means the value is program determined. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: KMinor Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless factor, Cm for minor axis bending, used in determining the interaction ratio. It captures the effect of non-uniform moment distribution along the length.Specifying 0 means the value is program determined. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Overwrites - Steel Design - Eurocode 3-2005 Field: XKMinor Page 1023 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: C1 Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless factor, Cb, used in determining the allowable bending capacity. It captures the effect of non-uniform moment distribution along the length.Specifying 0 means the value is program determined. Field: kzy Field is Imported: Yes Format: Controlled by program Units: Unitless . Field: kyz Field is Imported: Yes Format: Controlled by program Units: Unitless . Field: Nc Field is Imported: Yes Format: Force (Forces section of form) Units: Force Allowable axial compressive capacity. Specifying 0 means the value is program determined. Field: Nt Field is Imported: Yes Format: Force (Forces section of form) Units: Force Allowable axial tensile capacity. Specifying 0 means the value is program determined. Field: Mc3 Field is Imported: Yes Format: Moment (Forces section of form) Units: Force-Length Allowable bending moment capacity in major axis bending. Specifying 0 means the value is program determined. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Table: Overwrites - Steel Design - Eurocode 3-2005 Field: C1 Page 1024 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Mc2 Field is Imported: Yes Format: Moment (Forces section of form) Units: Force-Length Allowable bending moment capacity in minor axis bending. Specifying 0 means the value is program determined. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: Mb Field is Imported: Yes Format: Moment (Forces section of form) Units: Force-Length Allowable critical moment capacity for major axis bending. Specifying 0 means the value is program determined. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: V2 Field is Imported: Yes Format: Force (Forces section of form) Units: Force Allowable shear capacity force for major direction shear. Specifying 0 means the value is program determined. For symmetrical sections major shear is shear in the local 2-axis direction.For unsymmetrical sections (e.g., angles)major shear is the shear associated with major bending.Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: V3 Field is Imported: Yes Format: Force (Forces section of form) Units: Force Allowable shear capacity force for minor direction shear. Specifying 0 means the value is program determined. For symmetrical sections minor shear is shear in the local 3-axis direction.For unsymmetrical sections (e.g., angles)minor shear is the shear associated with minor bending.Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Overwrites - Steel Design - Eurocode 3-2005 Field: Mc2 Page 1025 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: CheckDefl Field is Imported: Yes Format: Controlled by program Units: Yes/No Toggle to consider whether deflection limitations should be considered in design.This is either"Yes" or "No". Field: DeflType Field is Imported: Yes Format: Controlled by program Units: Text Toggle to consider deflection limitations as absolute or as divisor of beam length (relative).This is either"Ratio", "Absolute", or "Both". Field: DLRat Field is Imported: Yes Format: Controlled by program Units: Unitless Deflection limitation for dead load.Inputting 120 means that the limit is L/120.Inputting zero is special, since it means no check has to be made for this item. Field: SDLAndLLRat Field is Imported: Yes Format: Controlled by program Units: Unitless Deflection limitation for superimposed dead plus live load.Inputting 120 means that the limit is L/120.Inputting zero is special, since it means no check has to be made for this item. Field: LLRat Field is Imported: Yes Format: Controlled by program Units: Unitless Deflection limitation for superimposed live load.Inputting 360 means that the limit is L/360.Inputting zero is special, since it means no check has to be made for this item. Field: TotalRat Field is Imported: Yes Format: Controlled by program Units: Unitless Deflection limitation for total load.Inputting 240 means that the limit is L/240.Inputting zero is special, since it means no check has to be made for this item. Table: Overwrites - Steel Design - Eurocode 3-2005 Field: CheckDefl Page 1026 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: NetRat Field is Imported: Yes Format: Controlled by program Units: Unitless Limitation for net deflection. Camber is subtracted from the total load deflection to get net deflection.Inputting 240 means that the limit is L/240.Inputting zero is special, since it means no check has to be made for this item. Field: DLAbs Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length Deflection limitation for dead load.It is unit dependent.Inputting zero is special, since it means no check has to be made for this item. Field: SDLAndLLAbs Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length Deflection limitation for superimposed dead plus live load.It is unit dependent.Inputting zero is special, since it means no check has to be made for this item. Field: LLAbs Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length Deflection limitation for superimposed live load.It is unit dependent.Inputting zero is special, since it means no check has to be made for this item. Field: TotalAbs Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length Deflection limitation for total load.It is unit dependent.Inputting zero is special, since it means no check has to be made for this item. Field: NetAbs Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length Limitation for net deflection. Camber is subtracted from the total load deflection to get net deflection.It is unit dependent.Inputting zero is special, since it means no check has to be made for this item. Table: Overwrites - Steel Design - Eurocode 3-2005 Field: NetRat Page 1027 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: SpecCamber Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The specified amount of camber to be reported in the design output and to be used in the net deflection check.It is unit dependent. Table: Overwrites - Steel Design - Indian IS:800-1998 Field: Frame Field is Imported: Yes Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: Yes Format: Controlled by program Units: Text The design section for the selected frame objects.When this overwrite is applied, any previous auto select section assigned to the frame object is removed.Program determined value means it is taken from the analysis section. Field: FrameType Field is Imported: Yes Format: Controlled by program Units: Text This is either"Moment Frame" or "Braced Frame". This item is used for ductility considerations in the design.Program determined value means it is taken from the steel preferences. Field: Fy Field is Imported: Yes Format: Stress Input (Stresses section of form) Units: Force/Length2 Material yield strength used in the design/check.Specifying 0 means the value is program determined.The program determined value is taken from the material property assigned to the frame object. Table: Overwrites - Steel Design - Indian IS:800-1998 Field: SpecCamber Page 1028 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: RLLF Field is Imported: Yes Format: Controlled by program Units: Unitless The live load reduction factor.A reducible live load is multiplied by this factor to obtain the reduced live load for the frame object.Specifying 0 means the value is program determined. Field: AreaRatio Field is Imported: Yes Format: Controlled by program Units: Unitless The ratio of the net area at the end joint to gross cross-sectional area of the section.This ratio affects the design of axial tension members.Specifying 0 means the value is program default which is 1. Field: XLMajor Field is Imported: Yes Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object major axis.This item is specified as a fraction of the frame object length.Multiplying this factor times the frame object length gives the unbraced length for the object.Specifying 0 means the value is program determined. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: XLMinor Field is Imported: Yes Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object minor axis.This item is specified as a fraction of the frame object length.Multiplying this factor times the frame object length gives the unbraced length for the object.Specifying 0 means the value is program determined. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Overwrites - Steel Design - Indian IS:800-1998 Field: RLLF Page 1029 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: XLLTB Field is Imported: Yes Format: Controlled by program Units: Unitless Unbraced length factor for lateral-torsional buckling for the frame object.This item is specified as a fraction of the frame object length.Multiplying this factor times the frame object length gives the unbraced length for the object.Specifying 0 means the value is program determined. Field: XKMajor Field is Imported: Yes Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object major axis.This item is specified as a fraction of the frame object length.Multiplying the frame object length with this factor gives the effective length for the object.Specifying 0 means the value is program determined.For beam design, this factor is always taken as 1 regardless of what may be specified in the overwrites.This factor is used for axial compression capacity. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: XKMinor Field is Imported: Yes Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object minor axis.This item is specified as a fraction of the frame object length.Multiplying the frame object length with this factor gives the effective length for the object.Specifying 0 means the value is program determined.For beam design, this factor is always taken as 1 regardless of what may be specified in the overwrites.This factor is used for axial compression capacity. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: XKLTB Field is Imported: Yes Format: Controlled by program Units: Unitless Effective length factor for lateral-torsional buckling. This item is specified as a fraction of the frame object length.Multiplying the frame object length with this factor gives the effective length for the object.Specifying 0 means the value is program determined.For beam design, this factor is taken as 1 by default. The should be set by the user. Table: Overwrites - Steel Design - Indian IS:800-1998 Field: XLLTB Page 1030 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: CmMajor Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless factor, Cm for major axis bending, used in determining the interaction ratio. It captures the effect of non-uniform moment distribution along the length.Specifying 0 means the value is program determined. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: CmMinor Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless factor, Cm for minor axis bending, used in determining the interaction ratio. It captures the effect of non-uniform moment distribution along the length.Specifying 0 means the value is program determined. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: SigmaAC Field is Imported: Yes Format: Stress Output (Stresses section of form) Units: Force/Length2 Allowable axial compressive stress. Specifying 0 means the value is program determined. Field: SigmaAT Field is Imported: Yes Format: Stress Output (Stresses section of form) Units: Force/Length2 Allowable axial tensile stress. Specifying 0 means the value is program determined. Field: SigmaBC33 Field is Imported: Yes Format: Stress Output (Stresses section of form) Units: Force/Length2 Allowable bending stress in major axis bending. Specifying 0 means the value is program determined. Table: Overwrites - Steel Design - Indian IS:800-1998 Field: CmMajor Page 1031 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: SigmaBC22 Field is Imported: Yes Format: Stress Output (Stresses section of form) Units: Force/Length2 Allowable shear stress for minor direction shear. Specifying 0 means the value is program determined. For symmetrical sections minor shear is shear in the local 3-axis direction.For unsymmetrical sections (e.g., angles)minor shear is the shear associated with minor bending.Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: TauVA2 Field is Imported: Yes Format: Stress Output (Stresses section of form) Units: Force/Length2 Allowable shear stress for major direction shear. Specifying 0 means the value is program determined. For symmetrical sections major shear is shear in the local 2-axis direction.For unsymmetrical sections (e.g., angles)major shear is the shear associated with major bending.Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: TauVA3 Field is Imported: Yes Format: Stress Output (Stresses section of form) Units: Force/Length2 Allowable shear stress for minor direction shear. Specifying 0 means the value is program determined. For symmetrical sections minor shear is shear in the local 3-axis direction.For unsymmetrical sections (e.g., angles)minor shear is the shear associated with minor bending.Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: TauVM Field is Imported: Yes Format: Stress Output (Stresses section of form) Units: Force/Length2 Allowable maximum shear stress. Specifying 0 means the value is program determined. Table: Overwrites - Steel Design - Indian IS:800-1998 Field: SigmaBC22 Page 1032 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: SigmaE Field is Imported: Yes Format: Stress Output (Stresses section of form) Units: Force/Length2 Allowable equivalent stress. Specifying 0 means the value is program determined. Field: CheckDefl Field is Imported: Yes Format: Controlled by program Units: Yes/No Toggle to consider whether deflection limitations should be considered in design.This is either"Yes" or "No". Field: DeflType Field is Imported: Yes Format: Controlled by program Units: Text Toggle to consider deflection limitations as absolute or as divisor of beam length (relative).This is either"Ratio", "Absolute", or "Both". Field: DLRat Field is Imported: Yes Format: Controlled by program Units: Unitless Deflection limitation for dead load.Inputting 120 means that the limit is L/120.Inputting zero is special, since it means no check has to be made for this item. Field: SDLAndLLRat Field is Imported: Yes Format: Controlled by program Units: Unitless Deflection limitation for superimposed dead plus live load.Inputting 120 means that the limit is L/120.Inputting zero is special, since it means no check has to be made for this item. Field: LLRat Field is Imported: Yes Format: Controlled by program Units: Unitless Deflection limitation for superimposed live load.Inputting 360 means that the limit is L/360.Inputting zero is special, since it means no check has to be made for this item. Table: Overwrites - Steel Design - Indian IS:800-1998 Field: SigmaE Page 1033 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: TotalRat Field is Imported: Yes Format: Controlled by program Units: Unitless Deflection limitation for total load.Inputting 240 means that the limit is L/240.Inputting zero is special, since it means no check has to be made for this item. Field: NetRat Field is Imported: Yes Format: Controlled by program Units: Unitless Limitation for net deflection. Camber is subtracted from the total load deflection to get net deflection.Inputting 240 means that the limit is L/240.Inputting zero is special, since it means no check has to be made for this item. Field: DLAbs Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length Deflection limitation for dead load.It is unit dependent.Inputting zero is special, since it means no check has to be made for this item. Field: SDLAndLLAbs Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length Deflection limitation for superimposed dead plus live load.It is unit dependent.Inputting zero is special, since it means no check has to be made for this item. Field: LLAbs Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length Deflection limitation for superimposed live load.It is unit dependent.Inputting zero is special, since it means no check has to be made for this item. Field: TotalAbs Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length Deflection limitation for total load.It is unit dependent.Inputting zero is special, since it means no check has to be made for this item. Table: Overwrites - Steel Design - Indian IS:800-1998 Field: TotalRat Page 1034 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: NetAbs Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length Limitation for net deflection. Camber is subtracted from the total load deflection to get net deflection.It is unit dependent.Inputting zero is special, since it means no check has to be made for this item. Field: SpecCamber Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The specified amount of camber to be reported in the design output and to be used in the net deflection check.It is unit dependent. Table: Overwrites - Steel Design - Italian UNI 10011 Field: Frame Field is Imported: Yes Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: Yes Format: Controlled by program Units: Text The design section for the selected frame objects.When this overwrite is applied, any previous auto select section assigned to the frame object is removed.Program determined value means it is taken from the analysis section. Field: FrameType Field is Imported: Yes Format: Controlled by program Units: Text This is either"Moment Frame" or "Braced Frame". This item is used for ductility considerations in the design.Program determined value means it is taken from the steel preferences. Table: Overwrites - Steel Design - Italian UNI 10011 Field: NetAbs Page 1035 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Fy Field is Imported: Yes Format: Stress Input (Stresses section of form) Units: Force/Length2 Material yield strength used in the design/check.Specifying 0 means the value is program determined.The program determined value is taken from the material property assigned to the frame object. Field: RLLF Field is Imported: Yes Format: Controlled by program Units: Unitless The live load reduction factor.A reducible live load is multiplied by this factor to obtain the reduced live load for the frame object.Specifying 0 means the value is program determined. Field: AreaRatio Field is Imported: Yes Format: Controlled by program Units: Unitless The ratio of the net area at the end joint to gross cross-sectional area of the section.This ratio affects the design of axial tension members.Specifying 0 means the value is program default which is 1. Field: XLMajor Field is Imported: Yes Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object major axis.This item is specified as a fraction of the frame object length.Multiplying this factor times the frame object length gives the unbraced length for the object.Specifying 0 means the value is program determined. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: XLMinor Field is Imported: Yes Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object minor axis.This item is specified as a fraction of the frame object length.Multiplying this factor times the frame Table: Overwrites - Steel Design - Italian UNI 10011 Field: Fy Page 1036 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation object length gives the unbraced length for the object.Specifying 0 means the value is program determined. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: XLLTB Field is Imported: Yes Format: Controlled by program Units: Unitless Unbraced length factor for lateral-torsional buckling for the frame object.This item is specified as a fraction of the frame object length.Multiplying this factor times the frame object length gives the unbraced length for the object.Specifying 0 means the value is program determined. Field: XKMajor Field is Imported: Yes Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object major axis.This item is specified as a fraction of the frame object length.Multiplying the frame object length with this factor gives the effective length for the object.Specifying 0 means the value is program determined.For beam design, this factor is always taken as 1 regardless of what may be specified in the overwrites.This factor is used for axial compression capacity. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: XKMinor Field is Imported: Yes Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object minor axis.This item is specified as a fraction of the frame object length.Multiplying the frame object length with this factor gives the effective length for the object.Specifying 0 means the value is program determined.For beam design, this factor is always taken as 1 regardless of what may be specified in the overwrites.This factor is used for axial compression capacity. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Overwrites - Steel Design - Italian UNI 10011 Field: XLLTB Page 1037 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: XKLTB Field is Imported: Yes Format: Controlled by program Units: Unitless Effective length factor for lateral-torsional buckling. This item is specified as a fraction of the frame object length.Multiplying the frame object length with this factor gives the effective length for the object.Specifying 0 means the value is program determined.For beam design, this factor is taken as 1 by default. The should be set by the user. Field: CmMajor Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless factor, Cm for major axis bending, used in determining the interaction ratio. It captures the effect of non-uniform moment distribution along the length.Specifying 0 means the value is program determined. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: CmMinor Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless factor, Cm for minor axis bending, used in determining the interaction ratio. It captures the effect of non-uniform moment distribution along the length.Specifying 0 means the value is program determined. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: SigmaAC Field is Imported: Yes Format: Stress Output (Stresses section of form) Units: Force/Length2 Allowable axial compressive stress. Specifying 0 means the value is program determined. Table: Overwrites - Steel Design - Italian UNI 10011 Field: XKLTB Page 1038 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: SigmaAT Field is Imported: Yes Format: Stress Output (Stresses section of form) Units: Force/Length2 Allowable axial tensile stress. Specifying 0 means the value is program determined. Field: SigmaBC33 Field is Imported: Yes Format: Stress Output (Stresses section of form) Units: Force/Length2 Allowable bending stress in major axis bending. Specifying 0 means the value is program determined. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: SigmaBC22 Field is Imported: Yes Format: Stress Output (Stresses section of form) Units: Force/Length2 Allowable shear stress for minor direction shear. Specifying 0 means the value is program determined. For symmetrical sections minor shear is shear in the local 3-axis direction.For unsymmetrical sections (e.g., angles)minor shear is the shear associated with minor bending.Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: TauVA2 Field is Imported: Yes Format: Stress Output (Stresses section of form) Units: Force/Length2 Allowable shear stress for major direction shear. Specifying 0 means the value is program determined. For symmetrical sections major shear is shear in the local 2-axis direction.For unsymmetrical sections (e.g., angles)major shear is the shear associated with major bending.Note that major bending is the bending about the section principal axis with the larger moment of inertia. Table: Overwrites - Steel Design - Italian UNI 10011 Field: SigmaAT Page 1039 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: TauVA3 Field is Imported: Yes Format: Stress Output (Stresses section of form) Units: Force/Length2 Allowable shear stress for minor direction shear. Specifying 0 means the value is program determined. For symmetrical sections minor shear is shear in the local 3-axis direction.For unsymmetrical sections (e.g., angles)minor shear is the shear associated with minor bending.Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: TauVM Field is Imported: Yes Format: Stress Output (Stresses section of form) Units: Force/Length2 Allowable maximum shear stress. Specifying 0 means the value is program determined. Field: SigmaE Field is Imported: Yes Format: Stress Output (Stresses section of form) Units: Force/Length2 Allowable equivalent stress. Specifying 0 means the value is program determined. Field: CheckDefl Field is Imported: Yes Format: Controlled by program Units: Yes/No Toggle to consider whether deflection limitations should be considered in design.This is either"Yes" or "No". Field: DeflType Field is Imported: Yes Format: Controlled by program Units: Text Toggle to consider deflection limitations as absolute or as divisor of beam length (relative).This is either"Ratio", "Absolute", or "Both". Table: Overwrites - Steel Design - Italian UNI 10011 Field: TauVA3 Page 1040 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: DLRat Field is Imported: Yes Format: Controlled by program Units: Unitless Deflection limitation for dead load.Inputting 120 means that the limit is L/120.Inputting zero is special, since it means no check has to be made for this item. Field: SDLAndLLRat Field is Imported: Yes Format: Controlled by program Units: Unitless Deflection limitation for superimposed dead plus live load.Inputting 120 means that the limit is L/120.Inputting zero is special, since it means no check has to be made for this item. Field: LLRat Field is Imported: Yes Format: Controlled by program Units: Unitless Deflection limitation for superimposed live load.Inputting 360 means that the limit is L/360.Inputting zero is special, since it means no check has to be made for this item. Field: TotalRat Field is Imported: Yes Format: Controlled by program Units: Unitless Deflection limitation for total load.Inputting 240 means that the limit is L/240.Inputting zero is special, since it means no check has to be made for this item. Field: NetRat Field is Imported: Yes Format: Controlled by program Units: Unitless Limitation for net deflection. Camber is subtracted from the total load deflection to get net deflection.Inputting 240 means that the limit is L/240.Inputting zero is special, since it means no check has to be made for this item. Field: DLAbs Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length Deflection limitation for dead load.It is unit dependent.Inputting zero is special, since it means no check has to be made for this item. Table: Overwrites - Steel Design - Italian UNI 10011 Field: DLRat Page 1041 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: SDLAndLLAbs Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length Deflection limitation for superimposed dead plus live load.It is unit dependent.Inputting zero is special, since it means no check has to be made for this item. Field: LLAbs Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length Deflection limitation for superimposed live load.It is unit dependent.Inputting zero is special, since it means no check has to be made for this item. Field: TotalAbs Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length Deflection limitation for total load.It is unit dependent.Inputting zero is special, since it means no check has to be made for this item. Field: NetAbs Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length Limitation for net deflection. Camber is subtracted from the total load deflection to get net deflection.It is unit dependent.Inputting zero is special, since it means no check has to be made for this item. Field: SpecCamber Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The specified amount of camber to be reported in the design output and to be used in the net deflection check.It is unit dependent. Table: Overwrites - Steel Design - Italian UNI 10011 Field: SDLAndLLAbs Page 1042 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Overwrites - Steel Design - UBC97-ASD Field: Frame Field is Imported: Yes Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: Yes Format: Controlled by program Units: Text The design section for the selected frame objects.When this overwrite is applied, any previous auto select section assigned to the frame object is removed.Program determined value means it is taken from the analysis section. Field: FrameType Field is Imported: Yes Format: Controlled by program Units: Text This is either"Moment Frame" or "Braced Frame". This item is used for ductility considerations in the design.Program determined value means it is taken from the steel preferences. Field: Fy Field is Imported: Yes Format: Stress Input (Stresses section of form) Units: Force/Length2 Material yield strength used in the design/check.Specifying 0 means the value is program determined.The program determined value is taken from the material property assigned to the frame object. Field: RLLF Field is Imported: Yes Format: Controlled by program Units: Unitless The live load reduction factor.A reducible live load is multiplied by this factor to obtain the reduced live load for the frame object.Specifying 0 means the value is program determined. Table: Overwrites - Steel Design - UBC97-ASD Field: Frame Page 1043 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: AreaRatio Field is Imported: Yes Format: Controlled by program Units: Unitless The ratio of the net area at the end joint to gross cross-sectional area of the section.This ratio affects the design of axial tension members.Specifying 0 means the value is program default which is 1. Field: XLMajor Field is Imported: Yes Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object major axis.This item is specified as a fraction of the frame object length.Multiplying this factor times the frame object length gives the unbraced length for the object.Specifying 0 means the value is program determined. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: XLMinor Field is Imported: Yes Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object minor axis.This item is specified as a fraction of the frame object length.Multiplying this factor times the frame object length gives the unbraced length for the object.Specifying 0 means the value is program determined. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: XKMajor Field is Imported: Yes Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object major axis.This item is specified as a fraction of the frame object length.Multiplying the frame object length with this factor gives the effective length for the object.Specifying 0 means the value is program determined.For beam design, this factor is always taken as 1 regardless of what may be specified in the overwrites.This factor is used for axial compression capacity. Table: Overwrites - Steel Design - UBC97-ASD Field: AreaRatio Page 1044 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: XKMinor Field is Imported: Yes Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object minor axis.This item is specified as a fraction of the frame object length.Multiplying the frame object length with this factor gives the effective length for the object.Specifying 0 means the value is program determined.For beam design, this factor is always taken as 1 regardless of what may be specified in the overwrites.This factor is used for axial compression capacity. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: CmMajor Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless factor, Cm for major axis bending, used in determining the interaction ratio. It captures the effect of non-uniform moment distribution along the length.Specifying 0 means the value is program determined. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: CmMinor Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless factor, Cm for minor axis bending, used in determining the interaction ratio. It captures the effect of non-uniform moment distribution along the length.Specifying 0 means the value is program determined. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Overwrites - Steel Design - UBC97-ASD Field: XKMinor Page 1045 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Cb Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless factor, Cb, used in determining the allowable bending capacity. It captures the effect of non-uniform moment distribution along the length.Specifying 0 means the value is program determined. Field: Omega0 Field is Imported: Yes Format: Controlled by program Units: Unitless Omega0 factor related to seismic force and ductility. Specifying 0 means the value is program determined.Program determined value means it is taken from the seismic load definition or general preferences. Field: Fa Field is Imported: Yes Format: Stress Input (Stresses section of form) Units: Force/Length2 Allowable axial compressive stress. Specifying 0 means the value is program determined. Field: Ft Field is Imported: Yes Format: Stress Input (Stresses section of form) Units: Force/Length2 Allowable axial tensile stress. Specifying 0 means the value is program determined. Field: Fb3 Field is Imported: Yes Format: Stress Input (Stresses section of form) Units: Force/Length2 Allowable bending stress in major axis bending. Specifying 0 means the value is program determined. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Table: Overwrites - Steel Design - UBC97-ASD Field: Cb Page 1046 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Fb2 Field is Imported: Yes Format: Stress Input (Stresses section of form) Units: Force/Length2 Allowable bending stress in minor axis bending. Specifying 0 means the value is program determined. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: Fv2 Field is Imported: Yes Format: Stress Input (Stresses section of form) Units: Force/Length2 Allowable shear stress for major direction shear. Specifying 0 means the value is program determined. For symmetrical sections major shear is shear in the local 2-axis direction.For unsymmetrical sections (e.g., angles)major shear is the shear associated with major bending.Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: Fv3 Field is Imported: Yes Format: Stress Input (Stresses section of form) Units: Force/Length2 Allowable shear stress for minor direction shear. Specifying 0 means the value is program determined. For symmetrical sections minor shear is shear in the local 3-axis direction.For unsymmetrical sections (e.g., angles)minor shear is the shear associated with minor bending.Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: CheckDefl Field is Imported: Yes Format: Controlled by program Units: Yes/No Toggle to consider whether deflection limitations should be considered in design.This is either"Yes" or "No". Table: Overwrites - Steel Design - UBC97-ASD Field: Fb2 Page 1047 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: DeflType Field is Imported: Yes Format: Controlled by program Units: Text Toggle to consider deflection limitations as absolute or as divisor of beam length (relative).This is either"Ratio", "Absolute", or "Both". Field: DLRat Field is Imported: Yes Format: Controlled by program Units: Unitless Deflection limitation for dead load.Inputting 120 means that the limit is L/120.Inputting zero is special, since it means no check has to be made for this item. Field: SDLAndLLRat Field is Imported: Yes Format: Controlled by program Units: Unitless Deflection limitation for superimposed dead plus live load.Inputting 120 means that the limit is L/120.Inputting zero is special, since it means no check has to be made for this item. Field: LLRat Field is Imported: Yes Format: Controlled by program Units: Unitless Deflection limitation for superimposed live load.Inputting 360 means that the limit is L/360.Inputting zero is special, since it means no check has to be made for this item. Field: TotalRat Field is Imported: Yes Format: Controlled by program Units: Unitless Deflection limitation for total load.Inputting 240 means that the limit is L/240.Inputting zero is special, since it means no check has to be made for this item. Field: NetRat Field is Imported: Yes Format: Controlled by program Units: Unitless Limitation for net deflection. Camber is subtracted from the total load deflection to get net deflection.Inputting 240 means that the limit is L/240.Inputting zero is special, since it means no check has to be made for this item. Table: Overwrites - Steel Design - UBC97-ASD Field: DeflType Page 1048 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: DLAbs Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length Deflection limitation for dead load.It is unit dependent.Inputting zero is special, since it means no check has to be made for this item. Field: SDLAndLLAbs Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length Deflection limitation for superimposed dead plus live load.It is unit dependent.Inputting zero is special, since it means no check has to be made for this item. Field: LLAbs Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length Deflection limitation for superimposed live load.It is unit dependent.Inputting zero is special, since it means no check has to be made for this item. Field: TotalAbs Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length Deflection limitation for total load.It is unit dependent.Inputting zero is special, since it means no check has to be made for this item. Field: NetAbs Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length Limitation for net deflection. Camber is subtracted from the total load deflection to get net deflection.It is unit dependent.Inputting zero is special, since it means no check has to be made for this item. Field: SpecCamber Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The specified amount of camber to be reported in the design output and to be used in the net deflection check.It is unit dependent. Table: Overwrites - Steel Design - UBC97-ASD Field: DLAbs Page 1049 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Overwrites - Steel Design - UBC97-LRFD Field: Frame Field is Imported: Yes Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: Yes Format: Controlled by program Units: Text The design section for the selected frame objects.When this overwrite is applied, any previous auto select section assigned to the frame object is removed.Program determined value means it is taken from the analysis section. Field: FrameType Field is Imported: Yes Format: Controlled by program Units: Text This is either"Moment Frame" or "Braced Frame". This item is used for ductility considerations in the design.Program determined value means it is taken from the steel preferences. Field: Fy Field is Imported: Yes Format: Stress Input (Stresses section of form) Units: Force/Length2 Material yield strength used in the design/check.Specifying 0 means the value is program determined.The program determined value is taken from the material property assigned to the frame object. Field: RLLF Field is Imported: Yes Format: Controlled by program Units: Unitless The live load reduction factor.A reducible live load is multiplied by this factor to obtain the reduced live load for the frame object.Specifying 0 means the value is program determined. Table: Overwrites - Steel Design - UBC97-LRFD Field: Frame Page 1050 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: AreaRatio Field is Imported: Yes Format: Controlled by program Units: Unitless The ratio of the net area at the end joint to gross cross-sectional area of the section.This ratio affects the design of axial tension members.Specifying 0 means the value is program default which is 1. Field: XLMajor Field is Imported: Yes Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object major axis.This item is specified as a fraction of the frame object length.Multiplying this factor times the frame object length gives the unbraced length for the object.Specifying 0 means the value is program determined. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: XLMinor Field is Imported: Yes Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object minor axis.This item is specified as a fraction of the frame object length.Multiplying this factor times the frame object length gives the unbraced length for the object.Specifying 0 means the value is program determined. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: XKMajor Field is Imported: Yes Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object major axis.This item is specified as a fraction of the frame object length.Multiplying the frame object length with this factor gives the effective length for the object.Specifying 0 means the value is program determined.For beam design, this factor is always taken as 1 regardless of what may be specified in the overwrites.This factor is used for axial compression capacity. Table: Overwrites - Steel Design - UBC97-LRFD Field: AreaRatio Page 1051 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: XKMinor Field is Imported: Yes Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object minor axis.This item is specified as a fraction of the frame object length.Multiplying the frame object length with this factor gives the effective length for the object.Specifying 0 means the value is program determined.For beam design, this factor is always taken as 1 regardless of what may be specified in the overwrites.This factor is used for axial compression capacity. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: CmMajor Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless factor, Cm for major axis bending, used in determining the interaction ratio. It captures the effect of non-uniform moment distribution along the length.Specifying 0 means the value is program determined. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: CmMinor Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless factor, Cm for minor axis bending, used in determining the interaction ratio. It captures the effect of non-uniform moment distribution along the length.Specifying 0 means the value is program determined. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Overwrites - Steel Design - UBC97-LRFD Field: XKMinor Page 1052 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Cb Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless factor, Cb, used in determining the allowable bending capacity. It captures the effect of non-uniform moment distribution along the length.Specifying 0 means the value is program determined. Field: B1Major Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless moment magnification factor for non-sway major axis bending moment.Specifying 0 means the value is program determined. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: B1Minor Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless moment magnification factor for non-sway minor axis bending moment.Specifying 0 means the value is program determined. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: B2Major Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless moment magnification factor for sway major-axis bending moment. Specifying 0 means the value is program determined.The program determined value is taken as 1 because it is assumed that P-Delta effects were specified to be included in the analysis, and thus no further magnification is required. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Table: Overwrites - Steel Design - UBC97-LRFD Field: Cb Page 1053 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: B2Minor Field is Imported: Yes Format: Controlled by program Units: Unitless Unitless moment magnification factor for sway minor-axis bending moment. Specifying 0 means the value is program determined.The program determined value is taken as 1 because it is assumed that P-Delta effects were specified to be included in the analysis, and thus no further magnification is required. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: Omega0 Field is Imported: Yes Format: Controlled by program Units: Unitless Omega0 factor related to seismic force and ductility. Specifying 0 means the value is program determined.Program determined value means it is taken from the seismic load definition or general preferences. Field: PhiPnc Field is Imported: Yes Format: Force (Forces section of form) Units: Force Allowable axial compressive capacity. Specifying 0 means the value is program determined. Field: PhiPnt Field is Imported: Yes Format: Force (Forces section of form) Units: Force Allowable axial tensile capacity. Specifying 0 means the value is program determined. Field: PhiMn3 Field is Imported: Yes Format: Moment (Forces section of form) Units: Force-Length Allowable bending moment capacity in major axis bending. Specifying 0 means the value is program determined. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Table: Overwrites - Steel Design - UBC97-LRFD Field: B2Minor Page 1054 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: PhiMn2 Field is Imported: Yes Format: Moment (Forces section of form) Units: Force-Length Allowable bending moment capacity in minor axis bending. Specifying 0 means the value is program determined. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: PhiVn2 Field is Imported: Yes Format: Force (Forces section of form) Units: Force Allowable shear capacity force for major direction shear. Specifying 0 means the value is program determined. For symmetrical sections major shear is shear in the local 2-axis direction.For unsymmetrical sections (e.g., angles)major shear is the shear associated with major bending.Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: PhiVn3 Field is Imported: Yes Format: Force (Forces section of form) Units: Force Allowable shear capacity force for minor direction shear. Specifying 0 means the value is program determined. For symmetrical sections minor shear is shear in the local 3-axis direction.For unsymmetrical sections (e.g., angles)minor shear is the shear associated with minor bending.Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: CheckDefl Field is Imported: Yes Format: Controlled by program Units: Yes/No Toggle to consider whether deflection limitations should be considered in design.This is either"Yes" or "No". Table: Overwrites - Steel Design - UBC97-LRFD Field: PhiMn2 Page 1055 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: DeflType Field is Imported: Yes Format: Controlled by program Units: Text Toggle to consider deflection limitations as absolute or as divisor of beam length (relative).This is either"Ratio", "Absolute", or "Both". Field: DLRat Field is Imported: Yes Format: Controlled by program Units: Unitless Deflection limitation for dead load.Inputting 120 means that the limit is L/120.Inputting zero is special, since it means no check has to be made for this item. Field: SDLAndLLRat Field is Imported: Yes Format: Controlled by program Units: Unitless Deflection limitation for superimposed dead plus live load.Inputting 120 means that the limit is L/120.Inputting zero is special, since it means no check has to be made for this item. Field: LLRat Field is Imported: Yes Format: Controlled by program Units: Unitless Deflection limitation for superimposed live load.Inputting 360 means that the limit is L/360.Inputting zero is special, since it means no check has to be made for this item. Field: TotalRat Field is Imported: Yes Format: Controlled by program Units: Unitless Deflection limitation for total load.Inputting 240 means that the limit is L/240.Inputting zero is special, since it means no check has to be made for this item. Field: NetRat Field is Imported: Yes Format: Controlled by program Units: Unitless Limitation for net deflection. Camber is subtracted from the total load deflection to get net deflection.Inputting 240 means that the limit is L/240.Inputting zero is special, since it means no check has to be made for this item. Table: Overwrites - Steel Design - UBC97-LRFD Field: DeflType Page 1056 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: DLAbs Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length Deflection limitation for dead load.It is unit dependent.Inputting zero is special, since it means no check has to be made for this item. Field: SDLAndLLAbs Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length Deflection limitation for superimposed dead plus live load.It is unit dependent.Inputting zero is special, since it means no check has to be made for this item. Field: LLAbs Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length Deflection limitation for superimposed live load.It is unit dependent.Inputting zero is special, since it means no check has to be made for this item. Field: TotalAbs Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length Deflection limitation for total load.It is unit dependent.Inputting zero is special, since it means no check has to be made for this item. Field: NetAbs Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length Limitation for net deflection. Camber is subtracted from the total load deflection to get net deflection.It is unit dependent.Inputting zero is special, since it means no check has to be made for this item. Field: SpecCamber Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The specified amount of camber to be reported in the design output and to be used in the net deflection check.It is unit dependent. Table: Overwrites - Steel Design - UBC97-LRFD Field: DLAbs Page 1057 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Preferences - Aluminum Design - AA-ASD 2000 Field: THDesign Field is Imported: Yes Format: Controlled by program Units: Text This is either Envelopes or Step-by-Step indicating how time history results are considered in the design. Field: FrameType Field is Imported: Yes Format: Controlled by program Units: Text The framing type. This is either Moment Frame or Braced Frame.This item is used for ductility considerations in the design. Field: SRatioLimit Field is Imported: Yes Format: Controlled by program Units: Unitless The stress ratio limit to be used for acceptability.Stress ratios that are less than or equal to this value are considered acceptable. Field: MaxIter Field is Imported: Yes Format: Controlled by program Units: Unitless The maximum number of automatic iterations the program will perform while designing frame elements with auto select section lists. Currently this option is not available. Field: LatFact Field is Imported: Yes Format: Controlled by program Units: Unitless The allowable stress increase factor for loading combinations that include wind or seismic loads. This item is only used when the Use Lateral Factor item is set to Yes. Table: Preferences - Aluminum Design - AA-ASD 2000 Field: THDesign Page 1058 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: UseLatFact Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the specified Lateral Factor is to be used in the design. Otherwise it is No. Field: Bridge Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the structure is a bridge-type structure. It is no if the structure is some other type of structure such as a building-type structure. Table: Preferences - Aluminum Design - AA-LRFD 2000 Field: THDesign Field is Imported: Yes Format: Controlled by program Units: Text This is either Envelopes or Step-by-Step indicating how time history results are considered in the design. Field: FrameType Field is Imported: Yes Format: Controlled by program Units: Text The framing type. This is either Moment Frame or Braced Frame.This item is used for ductility considerations in the design. Field: SRatioLimit Field is Imported: Yes Format: Controlled by program Units: Unitless The stress ratio limit to be used for acceptability.Stress ratios that are less than or equal to this value are considered acceptable. Table: Preferences - Aluminum Design - AA-LRFD 2000 Field: UseLatFact Page 1059 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: MaxIter Field is Imported: Yes Format: Controlled by program Units: Unitless The maximum number of automatic iterations the program will perform while designing frame elements with auto select section lists. Currently this option is not available. Field: PhiY Field is Imported: Yes Format: Controlled by program Units: Unitless The resistance factor applicable to limit states of general yield. Field: PhiB Field is Imported: Yes Format: Controlled by program Units: Unitless The resistance factor applicable to limit states of beams or elements of beams. Field: PhiC Field is Imported: Yes Format: Controlled by program Units: Unitless The resistance factor applicable to limit states of elements of columns. Field: PhiU Field is Imported: Yes Format: Controlled by program Units: Unitless The resistance factor applicable to limit states of ultimate strength. Field: PhiCC Field is Imported: Yes Format: Controlled by program Units: Unitless The resistance factor applicable to limit states of columns. Field: PhiCP Field is Imported: Yes Format: Controlled by program Units: Unitless The resistance factor applicable to limit states of elastic buckling of tubes. Table: Preferences - Aluminum Design - AA-LRFD 2000 Field: MaxIter Page 1060 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: PhiV Field is Imported: Yes Format: Controlled by program Units: Unitless The resistance factor applicable to limit states of elastic shear buckling. Field: PhiVP Field is Imported: Yes Format: Controlled by program Units: Unitless The resistance factor applicable to limit states of inelastic shear buckling. Field: PhiW Field is Imported: Yes Format: Controlled by program Units: Unitless The resistance factor applicable to limit states of web crippling. Table: Preferences - Cold Formed Design - AISI-ASD96 Field: THDesign Field is Imported: Yes Format: Controlled by program Units: Text This is either Envelopes or Step-by-Step indicating how time history results are considered in the design. Field: FrameType Field is Imported: Yes Format: Controlled by program Units: Text The framing type. This is either Moment Frame or Braced Frame.This item is used for ductility considerations in the design. Field: SRatioLimit Field is Imported: Yes Format: Controlled by program Units: Unitless The stress ratio limit to be used for acceptability.Stress ratios that are less than or equal to this value are considered acceptable. Table: Preferences - Cold Formed Design - AISI-ASD96 Field: PhiV Page 1061 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: MaxIter Field is Imported: Yes Format: Controlled by program Units: Unitless The maximum number of automatic iterations the program will perform while designing frame elements with auto select section lists. Currently this option is not available. Field: OmegaBS Field is Imported: Yes Format: Controlled by program Units: Unitless The factor of safety Omega for bending of sections with stiffened or partially stiffened compression flange. Field: OmegaBUS Field is Imported: Yes Format: Controlled by program Units: Unitless The factor of safety Omega for bending of sections with unstiffened compression flange. Field: OmegaBLTB Field is Imported: Yes Format: Controlled by program Units: Unitless The factor of safety Omega for bending of sections under lateral-torsional buckling mode. Field: OmegaVS Field is Imported: Yes Format: Controlled by program Units: Unitless The factor of safety Omega for shear of sections with slender web. Field: OmegaVNS Field is Imported: Yes Format: Controlled by program Units: Unitless The factor of safety Omega for shear of sections with slender web. Table: Preferences - Cold Formed Design - AISI-ASD96 Field: MaxIter Page 1062 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: OmegaT Field is Imported: Yes Format: Controlled by program Units: Unitless The factor of safety Omega for tension. Field: OmegaC Field is Imported: Yes Format: Controlled by program Units: Unitless The factor of safety Omega for compression. Table: Preferences - Cold Formed Design - AISI-LRFD96 Field: THDesign Field is Imported: Yes Format: Controlled by program Units: Text This is either Envelopes or Step-by-Step indicating how time history results are considered in the design. Field: FrameType Field is Imported: Yes Format: Controlled by program Units: Text The framing type. This is either Moment Frame or Braced Frame.This item is used for ductility considerations in the design. Field: SRatioLimit Field is Imported: Yes Format: Controlled by program Units: Unitless The stress ratio limit to be used for acceptability.Stress ratios that are less than or equal to this value are considered acceptable. Field: MaxIter Field is Imported: Yes Format: Controlled by program Units: Unitless The maximum number of automatic iterations the program will perform while designing frame elements with auto select section lists. Currently this option is not available. Table: Preferences - Cold Formed Design - AISI-LRFD96 Field: OmegaT Page 1063 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: PhiBS Field is Imported: Yes Format: Controlled by program Units: Unitless The resistance factor Phi for bending of sections with stiffened or partially stiffened compression flange. Field: PhiBUS Field is Imported: Yes Format: Controlled by program Units: Unitless The resistance factor Phi for bending of sections with unstiffened compression flange. Field: PhiBLTB Field is Imported: Yes Format: Controlled by program Units: Unitless The resistance factor Phi for bending of sections under lateral-torsional buckling mode. Field: PhiVS Field is Imported: Yes Format: Controlled by program Units: Unitless The resistance factor Phi for shear of sections with slender web. Field: PhiVNS Field is Imported: Yes Format: Controlled by program Units: Unitless The resistance factor Phi for shear of sections with nonslender web. Field: PhiT Field is Imported: Yes Format: Controlled by program Units: Unitless The resistance factor Phi for tension. Field: PhiC Field is Imported: Yes Format: Controlled by program Units: Unitless The resistance factor Phi for compression. Table: Preferences - Cold Formed Design - AISI-LRFD96 Field: PhiBS Page 1064 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Preferences - Concrete Design - ACI 318-02 Field: THDesign Field is Imported: Yes Format: Controlled by program Units: Text This is either"Envelopes" or "Step-by-Step" indicating how time history results are considered in the design. Field: NumCurves Field is Imported: Yes Format: Controlled by program Units: Unitless The number of two-dimensional interaction curves used to make up the three-dimensionalinteraction surface. This item must be greater than or equal to 4 and divisible by 4. Field: NumPoints Field is Imported: Yes Format: Controlled by program Units: Unitless The number of points used to define a two-dimensional interaction curve.This item must be greater than or equal to 5 and odd. Field: MinEccen Field is Imported: Yes Format: Controlled by program Units: Yes/No Toggle to consider whether minimum eccentricity should be considered in design. Field: PatLLF Field is Imported: Yes Format: Controlled by program Units: Unitless The live load factor for automatic generation of load combinations involving pattern live loads and dead loads. ". Table: Preferences - Concrete Design - ACI 318-02 Field: THDesign Page 1065 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: UFLimit Field is Imported: Yes Format: Controlled by program Units: Unitless The stress ratio limit to be used for acceptability.Stress ratios that are less than or equal to this value are considered acceptable. Field: SeisCat Field is Imported: Yes Format: Controlled by program Units: Text Seismic Design Category. This is either "A", "B", "C", "D", "E" or "F". Field: PhiT Field is Imported: Yes Format: Controlled by program Units: Unitless The strength reduction factor for tension controlled sections. Field: PhiCTied Field is Imported: Yes Format: Controlled by program Units: Unitless The strength reduction factor for compression controlled sections with tied reinforcement. Field: PhiCSpiral Field is Imported: Yes Format: Controlled by program Units: Unitless The strength reduction factor for compression controlled sections with spiral reinforcement. Field: PhiV Field is Imported: Yes Format: Controlled by program Units: Unitless The strength reduction factor for shear and torsion. Table: Preferences - Concrete Design - ACI 318-02 Field: UFLimit Page 1066 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: PhiVSeismic Field is Imported: Yes Format: Controlled by program Units: Unitless The strength reduction factor for shear in structures that rely on special moment resisting frames or special reinforced concrete structural walls to resist earthquake effects. Field: PhiVJoint Field is Imported: Yes Format: Controlled by program Units: Unitless The strength reduction factor for joint shear in structures that rely on special moment resisting frames or special reinforced concrete structural walls to resist earthquake effects. Table: Preferences - Concrete Design - ACI 318-05/IBC2003 Field: THDesign Field is Imported: Yes Format: Controlled by program Units: Text This is either"Envelopes" or "Step-by-Step" indicating how time history results are considered in the design. Field: NumCurves Field is Imported: Yes Format: Controlled by program Units: Unitless The number of two-dimensional interaction curves used to make up the three-dimensionalinteraction surface. This item must be greater than or equal to 4 and divisible by 4. Field: NumPoints Field is Imported: Yes Format: Controlled by program Units: Unitless The number of points used to define a two-dimensional interaction curve.This item must be greater than or equal to 5 and odd. Table: Preferences - Concrete Design - ACI 318-05/IBC2003 Field: PhiVSeismic Page 1067 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: MinEccen Field is Imported: Yes Format: Controlled by program Units: Yes/No Toggle to consider whether minimum eccentricity should be considered in design. Field: PatLLF Field is Imported: Yes Format: Controlled by program Units: Unitless The live load factor for automatic generation of load combinations involving pattern live loads and dead loads. ". Field: UFLimit Field is Imported: Yes Format: Controlled by program Units: Unitless The stress ratio limit to be used for acceptability.Stress ratios that are less than or equal to this value are considered acceptable. Field: SeisCat Field is Imported: Yes Format: Controlled by program Units: Text Seismic Design Category. This is either "A", "B", "C", "D", "E" or "F". Field: PhiT Field is Imported: Yes Format: Controlled by program Units: Unitless The strength reduction factor for tension controlled sections. Field: PhiCTied Field is Imported: Yes Format: Controlled by program Units: Unitless The strength reduction factor for compression controlled sections with tied reinforcement. Table: Preferences - Concrete Design - ACI 318-05/IBC2003 Field: MinEccen Page 1068 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: PhiCSpiral Field is Imported: Yes Format: Controlled by program Units: Unitless The strength reduction factor for compression controlled sections with spiral reinforcement. Field: PhiV Field is Imported: Yes Format: Controlled by program Units: Unitless The strength reduction factor for shear and torsion. Field: PhiVSeismic Field is Imported: Yes Format: Controlled by program Units: Unitless The strength reduction factor for shear in structures that rely on special moment resisting frames or special reinforced concrete structural walls to resist earthquake effects. Field: PhiVJoint Field is Imported: Yes Format: Controlled by program Units: Unitless The strength reduction factor for joint shear in structures that rely on special moment resisting frames or special reinforced concrete structural walls to resist earthquake effects. Table: Preferences - Concrete Design - ACI 318-99 Field: THDesign Field is Imported: Yes Format: Controlled by program Units: Text This is either"Envelopes" or "Step-by-Step" indicating how time history results are considered in the design. Table: Preferences - Concrete Design - ACI 318-99 Field: PhiCSpiral Page 1069 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: NumCurves Field is Imported: Yes Format: Controlled by program Units: Unitless The number of two-dimensional interaction curves used to make up the three-dimensionalinteraction surface. This item must be greater than or equal to 4 and divisible by 4. Field: NumPoints Field is Imported: Yes Format: Controlled by program Units: Unitless The number of points used to define a two-dimensional interaction curve.This item must be greater than or equal to 5 and odd. Field: MinEccen Field is Imported: Yes Format: Controlled by program Units: Yes/No Toggle to consider whether minimum eccentricity should be considered in design. Field: PatLLF Field is Imported: Yes Format: Controlled by program Units: Unitless The live load factor for automatic generation of load combinations involving pattern live loads and dead loads. ". Field: UFLimit Field is Imported: Yes Format: Controlled by program Units: Unitless The stress ratio limit to be used for acceptability.Stress ratios that are less than or equal to this value are considered acceptable. Field: PhiB Field is Imported: Yes Format: Controlled by program Units: Unitless The strength reduction factor for bending and tension. Table: Preferences - Concrete Design - ACI 318-99 Field: NumCurves Page 1070 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: PhiCTied Field is Imported: Yes Format: Controlled by program Units: Unitless The strength reduction factor for axial compression when the member has tie reinforcement. Field: PhiCSpiral Field is Imported: Yes Format: Controlled by program Units: Unitless The strength reduction factor for axial compression when the member has spiral reinforcement. Field: PhiV Field is Imported: Yes Format: Controlled by program Units: Unitless The strength reduction factor for shear. Table: Preferences - Concrete Design - AS 3600-01 Field: THDesign Field is Imported: Yes Format: Controlled by program Units: Text This is either"Envelopes" or "Step-by-Step" indicating how time history results are considered in the design. Field: NumCurves Field is Imported: Yes Format: Controlled by program Units: Unitless The number of two-dimensional interaction curves used to make up the three-dimensionalinteraction surface. This item must be greater than or equal to 4 and divisible by 4. Table: Preferences - Concrete Design - AS 3600-01 Field: PhiCTied Page 1071 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: NumPoints Field is Imported: Yes Format: Controlled by program Units: Unitless The number of points used to define a two-dimensional interaction curve.This item must be greater than or equal to 5 and odd. Field: MinEccen Field is Imported: Yes Format: Controlled by program Units: Yes/No Toggle to consider whether minimum eccentricity should be considered in design. Field: PatLLF Field is Imported: Yes Format: Controlled by program Units: Unitless The live load factor for automatic generation of load combinations involving pattern live loads and dead loads. ". Field: UFLimit Field is Imported: Yes Format: Controlled by program Units: Unitless The stress ratio limit to be used for acceptability.Stress ratios that are less than or equal to this value are considered acceptable. Field: PhiT Field is Imported: Yes Format: Controlled by program Units: Unitless The strength reduction factor for tension controlled sections. Field: PhiC Field is Imported: Yes Format: Controlled by program Units: Unitless The strength reduction factor for compression controlled sections with tied reinforcement. Table: Preferences - Concrete Design - AS 3600-01 Field: NumPoints Page 1072 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: PhiV Field is Imported: Yes Format: Controlled by program Units: Unitless The strength reduction factor for shear and torsion. Field: PhiVSeismic Field is Imported: Yes Format: Controlled by program Units: Unitless The strength reduction factor for shear in structures that rely on special moment resisting frames or special reinforced concrete structural walls to resist earthquake effects. Field: PhiVJoint Field is Imported: Yes Format: Controlled by program Units: Unitless The strength reduction factor for joint shear in structures that rely on special moment resisting frames or special reinforced concrete structural walls to resist earthquake effects. Table: Preferences - Concrete Design - BS8110 89 Field: THDesign Field is Imported: Yes Format: Controlled by program Units: Text This is either"Envelopes" or "Step-by-Step" indicating how time history results are considered in the design. Field: NumCurves Field is Imported: Yes Format: Controlled by program Units: Unitless The number of two-dimensional interaction curves used to make up the three-dimensionalinteraction surface. This item must be greater than or equal to 4 and divisible by 4. Table: Preferences - Concrete Design - BS8110 89 Field: PhiV Page 1073 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: NumPoints Field is Imported: Yes Format: Controlled by program Units: Unitless The number of points used to define a two-dimensional interaction curve.This item must be greater than or equal to 5 and odd. Field: MinEccen Field is Imported: Yes Format: Controlled by program Units: Yes/No Toggle to consider whether minimum eccentricity should be considered in design. Field: PatLLF Field is Imported: Yes Format: Controlled by program Units: Unitless The live load factor for automatic generation of load combinations involving pattern live loads and dead loads. ". Field: UFLimit Field is Imported: Yes Format: Controlled by program Units: Unitless The stress ratio limit to be used for acceptability.Stress ratios that are less than or equal to this value are considered acceptable. Table: Preferences - Concrete Design - BS8110 97 Field: THDesign Field is Imported: Yes Format: Controlled by program Units: Text This is either"Envelopes" or "Step-by-Step" indicating how time history results are considered in the design. Table: Preferences - Concrete Design - BS8110 97 Field: NumPoints Page 1074 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: NumCurves Field is Imported: Yes Format: Controlled by program Units: Unitless The number of two-dimensional interaction curves used to make up the three-dimensionalinteraction surface. This item must be greater than or equal to 4 and divisible by 4. Field: NumPoints Field is Imported: Yes Format: Controlled by program Units: Unitless The number of points used to define a two-dimensional interaction curve.This item must be greater than or equal to 5 and odd. Field: MinEccen Field is Imported: Yes Format: Controlled by program Units: Yes/No Toggle to consider whether minimum eccentricity should be considered in design. Field: PatLLF Field is Imported: Yes Format: Controlled by program Units: Unitless The live load factor for automatic generation of load combinations involving pattern live loads and dead loads. ". Field: UFLimit Field is Imported: Yes Format: Controlled by program Units: Unitless The stress ratio limit to be used for acceptability.Stress ratios that are less than or equal to this value are considered acceptable. Field: GammaS Field is Imported: Yes Format: Controlled by program Units: Unitless The strength reduction factor GammaS. Table: Preferences - Concrete Design - BS8110 97 Field: NumCurves Page 1075 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: GammaC Field is Imported: Yes Format: Controlled by program Units: Unitless The strength reduction factor GammaC. Field: GammaM Field is Imported: Yes Format: Controlled by program Units: Unitless The strength reduction factor for concrete in shear. Table: Preferences - Concrete Design - Chinese 2002 Field: THDesign Field is Imported: Yes Format: Controlled by program Units: Text This is either"Envelopes" or "Step-by-Step" indicating how time history results are considered in the design. Field: NumCurves Field is Imported: Yes Format: Controlled by program Units: Unitless The number of two-dimensional interaction curves used to make up the three-dimensionalinteraction surface. This item must be greater than or equal to 4 and divisible by 4. Field: NumPoints Field is Imported: Yes Format: Controlled by program Units: Unitless The number of points used to define a two-dimensional interaction curve.This item must be greater than or equal to 5 and odd. Table: Preferences - Concrete Design - Chinese 2002 Field: GammaC Page 1076 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: PatLLF Field is Imported: Yes Format: Controlled by program Units: Unitless The live load factor for automatic generation of load combinations involving pattern live loads and dead loads. ". Field: UFLimit Field is Imported: Yes Format: Controlled by program Units: Unitless The stress ratio limit to be used for acceptability.Stress ratios that are less than or equal to this value are considered acceptable. Field: StrucSys Field is Imported: Yes Format: Controlled by program Units: Text The structural system.This is either"Frame Only", "Shearwall Only", "Frame-Shearwall", "Braced Frame Only", or "Frame-Braced Frame". It affects the value of seismic magnification factors MMF, SMF, and AFMF.It also affects the limiting value of maximum axial compression ratio, N/(fc*A). Field: TallBldg Field is Imported: Yes Format: Controlled by program Units: Yes/No Toggle to consider whether the structure should be considered to be a tall building or a part of it.This is either"Yes" or "No". It affects the minimum rebar ratio to be provided in a column (JGJ3 6.4.3-1).It also affects the effective of rebar area in a column for a seismic load (JGJ3 6.4). Field: FieldType Field is Imported: Yes Format: Controlled by program Units: Text The seismic field type.This is either"I", "II", "III", or "IV". It affects the minimum rebar ratio to be provided in a column (JGJ3 6.4.3-1). Table: Preferences - Concrete Design - Chinese 2002 Field: PatLLF Page 1077 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: SeisGrade Field is Imported: Yes Format: Controlled by program Units: Text The Seismic Class.This is either"Super I", "Grade I", "Grade II", "Grade III", "Grade IV", or "Non Seismic". It affects the seismic design of beams, columns, and joints (JGJ3 6.3.2, 6.3.4, 6.4.2, 6.4.3, 7.2.6, GB50010 7.5.1, 7.5.16, 7.6.1, 11.3.9, 11.4.8, 11.4.17).It also affects the value of seismic magnification factors MMF, SMF, and AFMF. Field: ImpFactor Field is Imported: Yes Format: Controlled by program Units: Unitless Gamma0 factor that is related to seismic force amplification. Field: ColDesign Field is Imported: Yes Format: Controlled by program Units: Text This is eitherAppendix ForSimplified indicating how column design are considered in the design.Appendix Frefers to design or checking through the detailed calculation using interaction surface.Simplifiedrefers to design or checking using code specified approximate methods.The latter method is applicable to certain classes of problems.If the "Simplified" method is specified and the problem class does not fit for the method, then "Appendix F" is used anyway. Table: Preferences - Concrete Design - CSA-A233-04 Field: THDesign Field is Imported: Yes Format: Controlled by program Units: Text This is either"Envelopes" or "Step-by-Step" indicating how time history results are considered in the design. Field: NumCurves Field is Imported: Yes Format: Controlled by program Units: Unitless The number of two-dimensional interaction curves used to make up the three-dimensionalinteraction surface. This item must be greater than or equal to 4 and divisible by 4. Table: Preferences - Concrete Design - CSA-A233-04 Field: SeisGrade Page 1078 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: NumPoints Field is Imported: Yes Format: Controlled by program Units: Unitless The number of points used to define a two-dimensional interaction curve.This item must be greater than or equal to 5 and odd. Field: MinEccen Field is Imported: Yes Format: Controlled by program Units: Yes/No Toggle to consider whether minimum eccentricity should be considered in design. Field: PatLLF Field is Imported: Yes Format: Controlled by program Units: Unitless The live load factor for automatic generation of load combinations involving pattern live loads and dead loads. ". Field: UFLimit Field is Imported: Yes Format: Controlled by program Units: Unitless The stress ratio limit to be used for acceptability.Stress ratios that are less than or equal to this value are considered acceptable. Field: PhiS Field is Imported: Yes Format: Controlled by program Units: Unitless The strength reduction factor for steel. Field: PhiC Field is Imported: Yes Format: Controlled by program Units: Unitless The strength reduction factor for concrete. Table: Preferences - Concrete Design - CSA-A233-04 Field: NumPoints Page 1079 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Preferences - Concrete Design - CSA-A233-94 Field: THDesign Field is Imported: Yes Format: Controlled by program Units: Text This is either"Envelopes" or "Step-by-Step" indicating how time history results are considered in the design. Field: NumCurves Field is Imported: Yes Format: Controlled by program Units: Unitless The number of two-dimensional interaction curves used to make up the three-dimensionalinteraction surface. This item must be greater than or equal to 4 and divisible by 4. Field: NumPoints Field is Imported: Yes Format: Controlled by program Units: Unitless The number of points used to define a two-dimensional interaction curve.This item must be greater than or equal to 5 and odd. Field: MinEccen Field is Imported: Yes Format: Controlled by program Units: Yes/No Toggle to consider whether minimum eccentricity should be considered in design. Field: PatLLF Field is Imported: Yes Format: Controlled by program Units: Unitless The live load factor for automatic generation of load combinations involving pattern live loads and dead loads. ". Table: Preferences - Concrete Design - CSA-A233-94 Field: THDesign Page 1080 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: UFLimit Field is Imported: Yes Format: Controlled by program Units: Unitless The stress ratio limit to be used for acceptability.Stress ratios that are less than or equal to this value are considered acceptable. Field: PhiS Field is Imported: Yes Format: Controlled by program Units: Unitless The strength reduction factor for steel. Field: PhiC Field is Imported: Yes Format: Controlled by program Units: Unitless The strength reduction factor for concrete. Table: Preferences - Concrete Design - EUROCODE 2-1992 Field: THDesign Field is Imported: Yes Format: Controlled by program Units: Text This is either"Envelopes" or "Step-by-Step" indicating how time history results are considered in the design. Field: NumCurves Field is Imported: Yes Format: Controlled by program Units: Unitless The number of two-dimensional interaction curves used to make up the three-dimensionalinteraction surface. This item must be greater than or equal to 4 and divisible by 4. Table: Preferences - Concrete Design - EUROCODE 2-1992 Field: UFLimit Page 1081 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: NumPoints Field is Imported: Yes Format: Controlled by program Units: Unitless The number of points used to define a two-dimensional interaction curve.This item must be greater than or equal to 5 and odd. Field: MinEccen Field is Imported: Yes Format: Controlled by program Units: Yes/No Toggle to consider whether minimum eccentricity should be considered in design. Field: PatLLF Field is Imported: Yes Format: Controlled by program Units: Unitless The live load factor for automatic generation of load combinations involving pattern live loads and dead loads. ". Field: UFLimit Field is Imported: Yes Format: Controlled by program Units: Unitless The stress ratio limit to be used for acceptability.Stress ratios that are less than or equal to this value are considered acceptable. Field: Nu Field is Imported: Yes Format: Controlled by program Units: Unitless The Nu (Greek letter) factor. Field: GammaS Field is Imported: Yes Format: Controlled by program Units: Unitless The strength reduction factor GammaS. Table: Preferences - Concrete Design - EUROCODE 2-1992 Field: NumPoints Page 1082 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: GammaC Field is Imported: Yes Format: Controlled by program Units: Unitless The strength reduction factor GammaC. Table: Preferences - Concrete Design - Eurocode 2-2004 Field: THDesign Field is Imported: Yes Format: Controlled by program Units: Text This is either"Envelopes" or "Step-by-Step" indicating how time history results are considered in the design. Field: NumCurves Field is Imported: Yes Format: Controlled by program Units: Unitless The number of two-dimensional interaction curves used to make up the three-dimensionalinteraction surface. This item must be greater than or equal to 4 and divisible by 4. Field: NumPoints Field is Imported: Yes Format: Controlled by program Units: Unitless The number of points used to define a two-dimensional interaction curve.This item must be greater than or equal to 5 and odd. Field: MinEccen Field is Imported: Yes Format: Controlled by program Units: Yes/No Toggle to consider whether minimum eccentricity should be considered in design. Table: Preferences - Concrete Design - Eurocode 2-2004 Field: GammaC Page 1083 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: PatLLF Field is Imported: Yes Format: Controlled by program Units: Unitless The live load factor for automatic generation of load combinations involving pattern live loads and dead loads. ". Field: UFLimit Field is Imported: Yes Format: Controlled by program Units: Unitless The stress ratio limit to be used for acceptability.Stress ratios that are less than or equal to this value are considered acceptable. Field: Country Field is Imported: Yes Format: Controlled by program Units: Text Country specific implementation considering country National Annex. CEN Default is the general version without an annex. Field: CombosEq Field is Imported: Yes Format: Controlled by program Units: Text Design code combinations to consider. These are either generated from Eq. 6.10 or from both Eqs. 6.10a and 6.10b. Field: SOM Field is Imported: Yes Format: Controlled by program Units: Text Second order method to be used. This is either Nominal Stiffness, Nominal Curvature, or None. If None is chosen, no second order moments are computed. Field: Theta0 Field is Imported: Yes Format: Controlled by program Units: Unitless Theta0 is the inclination angle for imperfections, defined as a ratio. Table: Preferences - Concrete Design - Eurocode 2-2004 Field: PatLLF Page 1084 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: GammaS Field is Imported: Yes Format: Controlled by program Units: Unitless GammaS is the partial safety factor for steel. Field: GammaC Field is Imported: Yes Format: Controlled by program Units: Unitless GammaC is the partial safety factor for concrete. Field: AlphaCC Field is Imported: Yes Format: Controlled by program Units: Unitless AlphaCC is the material coefficient taking account of long term effects on the concrete compressive strength and unfavourable effects from the load application. Field: AlphaCT Field is Imported: Yes Format: Controlled by program Units: Unitless AlphaCT is the material coefficient taking account of long term effects on the concrete tensile strength and unfavourable effects from the load application. Field: AlphaLCC Field is Imported: Yes Format: Controlled by program Units: Unitless AlphaLCC is the lightweight material coefficient taking account of long term effects on the concrete compressive strength and unfavourable effects from the load application. Field: AlphaLCT Field is Imported: Yes Format: Controlled by program Units: Unitless AlphaLCT is the lightweight material coefficient taking account of long term effects on the concrete tensile strength and unfavourable effects from the load application. Table: Preferences - Concrete Design - Eurocode 2-2004 Field: GammaS Page 1085 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Preferences - Concrete Design - Hong Kong CP 2004 Field: THDesign Field is Imported: Yes Format: Controlled by program Units: Text This is either"Envelopes" or "Step-by-Step" indicating how time history results are considered in the design. Field: NumCurves Field is Imported: Yes Format: Controlled by program Units: Unitless The number of two-dimensional interaction curves used to make up the three-dimensionalinteraction surface. This item must be greater than or equal to 4 and divisible by 4. Field: NumPoints Field is Imported: Yes Format: Controlled by program Units: Unitless The number of points used to define a two-dimensional interaction curve.This item must be greater than or equal to 5 and odd. Field: MinEccen Field is Imported: Yes Format: Controlled by program Units: Yes/No Toggle to consider whether minimum eccentricity should be considered in design. Field: PatLLF Field is Imported: Yes Format: Controlled by program Units: Unitless The live load factor for automatic generation of load combinations involving pattern live loads and dead loads. ". Table: Preferences - Concrete Design - Hong Kong CP 2004 Field: THDesign Page 1086 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: UFLimit Field is Imported: Yes Format: Controlled by program Units: Unitless The stress ratio limit to be used for acceptability.Stress ratios that are less than or equal to this value are considered acceptable. Field: GammaS Field is Imported: Yes Format: Controlled by program Units: Unitless The strength reduction factor GammaS. Field: GammaC Field is Imported: Yes Format: Controlled by program Units: Unitless The strength reduction factor GammaC. Field: GammaM Field is Imported: Yes Format: Controlled by program Units: Unitless The strength reduction factor for concrete in shear. Table: Preferences - Concrete Design - Indian IS 456-2000 Field: THDesign Field is Imported: Yes Format: Controlled by program Units: Text This is either"Envelopes" or "Step-by-Step" indicating how time history results are considered in the design. Field: NumCurves Field is Imported: Yes Format: Controlled by program Units: Unitless The number of two-dimensional interaction curves used to make up the three-dimensionalinteraction surface. This item must be greater than or equal to 4 and divisible by 4. Table: Preferences - Concrete Design - Indian IS 456-2000 Field: UFLimit Page 1087 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: NumPoints Field is Imported: Yes Format: Controlled by program Units: Unitless The number of points used to define a two-dimensional interaction curve.This item must be greater than or equal to 5 and odd. Field: MinEccen Field is Imported: Yes Format: Controlled by program Units: Yes/No Toggle to consider whether minimum eccentricity should be considered in design. Field: PatLLF Field is Imported: Yes Format: Controlled by program Units: Unitless The live load factor for automatic generation of load combinations involving pattern live loads and dead loads. ". Field: UFLimit Field is Imported: Yes Format: Controlled by program Units: Unitless The stress ratio limit to be used for acceptability.Stress ratios that are less than or equal to this value are considered acceptable. Field: GammaS Field is Imported: Yes Format: Controlled by program Units: Unitless The strength reduction factor GammaS. Field: GammaC Field is Imported: Yes Format: Controlled by program Units: Unitless The strength reduction factor GammaC. Table: Preferences - Concrete Design - Indian IS 456-2000 Field: NumPoints Page 1088 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Preferences - Concrete Design - Italian DM 14-2-92 Field: THDesign Field is Imported: Yes Format: Controlled by program Units: Text This is either"Envelopes" or "Step-by-Step" indicating how time history results are considered in the design. Field: NumCurves Field is Imported: Yes Format: Controlled by program Units: Unitless The number of two-dimensional interaction curves used to make up the three-dimensionalinteraction surface. This item must be greater than or equal to 4 and divisible by 4. Field: NumPoints Field is Imported: Yes Format: Controlled by program Units: Unitless The number of points used to define a two-dimensional interaction curve.This item must be greater than or equal to 5 and odd. Field: PatLLF Field is Imported: Yes Format: Controlled by program Units: Unitless The live load factor for automatic generation of load combinations involving pattern live loads and dead loads. ". Field: UFLimit Field is Imported: Yes Format: Controlled by program Units: Unitless The stress ratio limit to be used for acceptability.Stress ratios that are less than or equal to this value are considered acceptable. Table: Preferences - Concrete Design - Italian DM 14-2-92 Field: THDesign Page 1089 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Preferences - Concrete Design - KCI-1999 Field: THDesign Field is Imported: Yes Format: Controlled by program Units: Text This is either"Envelopes" or "Step-by-Step" indicating how time history results are considered in the design. Field: NumCurves Field is Imported: Yes Format: Controlled by program Units: Unitless The number of two-dimensional interaction curves used to make up the three-dimensionalinteraction surface. This item must be greater than or equal to 4 and divisible by 4. Field: NumPoints Field is Imported: Yes Format: Controlled by program Units: Unitless The number of points used to define a two-dimensional interaction curve.This item must be greater than or equal to 5 and odd. Field: MinEccen Field is Imported: Yes Format: Controlled by program Units: Yes/No Toggle to consider whether minimum eccentricity should be considered in design. Field: PatLLF Field is Imported: Yes Format: Controlled by program Units: Unitless The live load factor for automatic generation of load combinations involving pattern live loads and dead loads. ". Table: Preferences - Concrete Design - KCI-1999 Field: THDesign Page 1090 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: UFLimit Field is Imported: Yes Format: Controlled by program Units: Unitless The stress ratio limit to be used for acceptability.Stress ratios that are less than or equal to this value are considered acceptable. Field: PhiB Field is Imported: Yes Format: Controlled by program Units: Unitless The strength reduction factor for bending and tension. Field: PhiCTied Field is Imported: Yes Format: Controlled by program Units: Unitless The strength reduction factor for axial compression when the member has tie reinforcement. Field: PhiCSpiral Field is Imported: Yes Format: Controlled by program Units: Unitless The strength reduction factor for axial compression when the member has spiral reinforcement. Field: PhiV Field is Imported: Yes Format: Controlled by program Units: Unitless The strength reduction factor for shear. Table: Preferences - Concrete Design - Mexican RCDF 2001 Field: THDesign Field is Imported: Yes Format: Controlled by program Units: Text This is either"Envelopes" or "Step-by-Step" indicating how time history results are considered in the design. Table: Preferences - Concrete Design - Mexican RCDF 2001 Field: UFLimit Page 1091 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: NumCurves Field is Imported: Yes Format: Controlled by program Units: Unitless The number of two-dimensional interaction curves used to make up the three-dimensionalinteraction surface. This item must be greater than or equal to 4 and divisible by 4. Field: NumPoints Field is Imported: Yes Format: Controlled by program Units: Unitless The number of points used to define a two-dimensional interaction curve.This item must be greater than or equal to 5 and odd. Field: MinEccen Field is Imported: Yes Format: Controlled by program Units: Yes/No Toggle to consider whether minimum eccentricity should be considered in design. Field: PatLLF Field is Imported: Yes Format: Controlled by program Units: Unitless The live load factor for automatic generation of load combinations involving pattern live loads and dead loads. ". Field: UFLimit Field is Imported: Yes Format: Controlled by program Units: Unitless The stress ratio limit to be used for acceptability.Stress ratios that are less than or equal to this value are considered acceptable. Field: PhiB Field is Imported: Yes Format: Controlled by program Units: Unitless The strength reduction factor for bending. Table: Preferences - Concrete Design - Mexican RCDF 2001 Field: NumCurves Page 1092 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: PhiT Field is Imported: Yes Format: Controlled by program Units: Unitless The strength reduction factor for tension. Field: PhiCTied Field is Imported: Yes Format: Controlled by program Units: Unitless The strength reduction factor for axial compression when the member has tie reinforcement. Field: PhiCSpiral Field is Imported: Yes Format: Controlled by program Units: Unitless The strength reduction factor for axial compression when the member has spiral reinforcement. Field: PhiV Field is Imported: Yes Format: Controlled by program Units: Unitless The strength reduction factor for shear. Table: Preferences - Concrete Design - NZS 3101-95 Field: THDesign Field is Imported: Yes Format: Controlled by program Units: Text This is either"Envelopes" or "Step-by-Step" indicating how time history results are considered in the design. Table: Preferences - Concrete Design - NZS 3101-95 Field: PhiT Page 1093 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: NumCurves Field is Imported: Yes Format: Controlled by program Units: Unitless The number of two-dimensional interaction curves used to make up the three-dimensionalinteraction surface. This item must be greater than or equal to 4 and divisible by 4. Field: NumPoints Field is Imported: Yes Format: Controlled by program Units: Unitless The number of points used to define a two-dimensional interaction curve.This item must be greater than or equal to 5 and odd. Field: MinEccen Field is Imported: Yes Format: Controlled by program Units: Yes/No Toggle to consider whether minimum eccentricity should be considered in design. Field: PatLLF Field is Imported: Yes Format: Controlled by program Units: Unitless The live load factor for automatic generation of load combinations involving pattern live loads and dead loads. ". Field: UFLimit Field is Imported: Yes Format: Controlled by program Units: Unitless The stress ratio limit to be used for acceptability.Stress ratios that are less than or equal to this value are considered acceptable. Field: PhiB Field is Imported: Yes Format: Controlled by program Units: Unitless The strength reduction factor for bending. Table: Preferences - Concrete Design - NZS 3101-95 Field: NumCurves Page 1094 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: PhiT Field is Imported: Yes Format: Controlled by program Units: Unitless The strength reduction factor for tension. Field: PhiC Field is Imported: Yes Format: Controlled by program Units: Unitless The strength reduction factor for axial compression. Field: PhiV Field is Imported: Yes Format: Controlled by program Units: Unitless The strength reduction factor for shear. Field: Omega Field is Imported: Yes Format: Controlled by program Units: Unitless Amplification factor. Field: PhiZero Field is Imported: Yes Format: Controlled by program Units: Unitless Phi_0 factor. Field: Rm Field is Imported: Yes Format: Controlled by program Units: Unitless Rm factor to be used in shear design. Field: Rv Field is Imported: Yes Format: Controlled by program Units: Unitless Rv factor to be used in shear design. Table: Preferences - Concrete Design - NZS 3101-95 Field: PhiT Page 1095 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Preferences - Concrete Design - Singapore CP 65-99 Field: THDesign Field is Imported: Yes Format: Controlled by program Units: Text This is either"Envelopes" or "Step-by-Step" indicating how time history results are considered in the design. Field: NumCurves Field is Imported: Yes Format: Controlled by program Units: Unitless The number of two-dimensional interaction curves used to make up the three-dimensionalinteraction surface. This item must be greater than or equal to 4 and divisible by 4. Field: NumPoints Field is Imported: Yes Format: Controlled by program Units: Unitless The number of points used to define a two-dimensional interaction curve.This item must be greater than or equal to 5 and odd. Field: MinEccen Field is Imported: Yes Format: Controlled by program Units: Yes/No Toggle to consider whether minimum eccentricity should be considered in design. Field: PatLLF Field is Imported: Yes Format: Controlled by program Units: Unitless The live load factor for automatic generation of load combinations involving pattern live loads and dead loads. ". Table: Preferences - Concrete Design - Singapore CP 65-99 Field: THDesign Page 1096 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: UFLimit Field is Imported: Yes Format: Controlled by program Units: Unitless The stress ratio limit to be used for acceptability.Stress ratios that are less than or equal to this value are considered acceptable. Field: GammaS Field is Imported: Yes Format: Controlled by program Units: Unitless The strength reduction factor GammaS. Field: GammaC Field is Imported: Yes Format: Controlled by program Units: Unitless The strength reduction factor GammaC. Field: GammaM Field is Imported: Yes Format: Controlled by program Units: Unitless The strength reduction factor for concrete in shear. Table: Preferences - Concrete Design - UBC97 Field: THDesign Field is Imported: Yes Format: Controlled by program Units: Text This is either"Envelopes" or "Step-by-Step" indicating how time history results are considered in the design. Field: NumCurves Field is Imported: Yes Format: Controlled by program Units: Unitless The number of two-dimensional interaction curves used to make up the three-dimensionalinteraction surface. This item must be greater than or equal to 4 and divisible by 4. Table: Preferences - Concrete Design - UBC97 Field: UFLimit Page 1097 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: NumPoints Field is Imported: Yes Format: Controlled by program Units: Unitless The number of points used to define a two-dimensional interaction curve.This item must be greater than or equal to 5 and odd. Field: MinEccen Field is Imported: Yes Format: Controlled by program Units: Yes/No Toggle to consider whether minimum eccentricity should be considered in design. Field: PatLLF Field is Imported: Yes Format: Controlled by program Units: Unitless The live load factor for automatic generation of load combinations involving pattern live loads and dead loads. ". Field: UFLimit Field is Imported: Yes Format: Controlled by program Units: Unitless The stress ratio limit to be used for acceptability.Stress ratios that are less than or equal to this value are considered acceptable. Field: PhiB Field is Imported: Yes Format: Controlled by program Units: Unitless The strength reduction factor for bending and tension. Field: PhiCTied Field is Imported: Yes Format: Controlled by program Units: Unitless The strength reduction factor for axial compression when the member has tie reinforcement. Table: Preferences - Concrete Design - UBC97 Field: NumPoints Page 1098 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: PhiCSpiral Field is Imported: Yes Format: Controlled by program Units: Unitless The strength reduction factor for axial compression when the member has spiral reinforcement. Field: PhiV Field is Imported: Yes Format: Controlled by program Units: Unitless The strength reduction factor for shear. Table: Preferences - Dimensional Field: MergeTol Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The auto merge tolerance (length). This is the basic tolerance value in the model. For example, when a joint is drawn within this tolerance length of another joint, the drawn joint is merged into the existing joint. Field: FineGrid Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The plan fine grid spacing (length). When the fine grid snap option is activated this item sets the spacing of the snap grid. Field: Nudge Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The plan nudge value (length). When the plan nudge feature is used this item sets the distance that an item is nudged. In plan view you can nudge an object by selecting it and then pressing the Ctrl key and an arrow key simultaneously. Table: Preferences - Dimensional Field: PhiCSpiral Page 1099 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: SelectTol Field is Imported: Yes Format: Controlled by program Units: Unitless The screen selection tolerance (pixels). When clicking to select an object your mouse pointer must be within this number of pixels to select the object. Field: SnapTol Field is Imported: Yes Format: Controlled by program Units: Unitless The screen snap tolerance (pixels). When using the snap options and moving your mouse pointer about the model, your mouse pointer must be within this number of pixels to snap to the object. Field: SLineThick Field is Imported: Yes Format: Controlled by program Units: Unitless The screen line thickness (pixels). The thickness of lines drawn on the screen. This item does not affect text, the bounding plane line or the aerial view. Field: PLineThick Field is Imported: Yes Format: Controlled by program Units: Unitless The printer line thickness (pixels). The thickness of lines and fonts drawn to the printer. Field: MaxFont Field is Imported: Yes Format: Controlled by program Units: Unitless The maximum graphic font size (points). The default font size is based on the average size of the objects in your model shown on the screen. As you zoom into your model the font size becomes proportionately larger. However, the font size is never made larger than the specified maximum graphic font size. Field: MinFont Field is Imported: Yes Format: Controlled by program Units: Unitless The minimum graphic font size (points). The default font size is based on the average size of the objects in your model shown on the screen. As you zoom out of your model Table: Preferences - Dimensional Field: SelectTol Page 1100 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation the font size becomes proportionately smaller. However, the font size is never made smaller than the specified minimum graphic font size. Field: AutoZoom Field is Imported: Yes Format: Controlled by program Units: Unitless The auto zoom step (percent). This is the size of the step used for the View menu > Zoom In One Step command and the View menu > Zoom Out One Step command. The magnification of all objects is increased or deceased by the specfied percentage. Field: ShrinkFact Field is Imported: Yes Format: Controlled by program Units: Unitless The shrink factor (percentage). This item works with the object shrink toggle which is set using the View menu > Set Display Options command or using the Object Shrink Toggle toolbar button. When object shrinking is toggled on all objects in the model are shown this specified percentage of their actual length. Field: TextFileLen Field is Imported: Yes Format: Controlled by program Units: Unitless This is the maximum number of characters that the program will write on a single line in the .s2k text file before using a line continuation character and moving on to the next line. Table: Preferences - Steel Design - AISC360-05-IBC2006 Field: THDesign Field is Imported: Yes Format: Controlled by program Units: Text This is either"Envelopes" or "Step-by-Step" indicating how time history results are considered in the design. Field: FrameType Field is Imported: Yes Format: Controlled by program Units: Text This is either"Moment Frame" or "Braced Frame". This item is used for ductility considerations in the design. Table: Preferences - Steel Design - AISC360-05-IBC2006 Field: AutoZoom Page 1101 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: PatLLF Field is Imported: Yes Format: Controlled by program Units: Unitless The live load factor for automatic generation of load combinations involving pattern live loads and dead loads. ". Field: SRatioLimit Field is Imported: Yes Format: Controlled by program Units: Unitless The demand/capacity ratio limit to be used for acceptability. D/C ratios that are less than or equal to this value are considered acceptable. Field: MaxIter Field is Imported: Yes Format: Controlled by program Units: Unitless The maximum number of automatic iterations the program will perform while designing frame elements with auto select section lists. This is for future use. It is not currently active. Field: SDC Field is Imported: Yes Format: Controlled by program Units: Text This is either"A", "B", "C", "D", "E", or "F". This is related to seismic design. This is a function of Occupancy Category and Sds or Sd1. See AISC 7-05 section 11.6 for details. Field: SeisCode Field is Imported: Yes Format: Controlled by program Units: Yes/No Toggle to consider whether the seismic part of the code should be considered in design. This is either"Yes" or "No". Field: SeisLoad Field is Imported: Yes Format: Controlled by program Units: Yes/No Toggle to consider whether the special seismic load combinations should be considered in design. This is either"Yes" or "No". Table: Preferences - Steel Design - AISC360-05-IBC2006 Field: PatLLF Page 1102 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ImpFactor Field is Imported: Yes Format: Controlled by program Units: Unitless This is related to seismic design. This is a function of Occupancy Category. See AISC 7-05 section 11.5.1 for details. Field: SystemRho Field is Imported: Yes Format: Controlled by program Units: Unitless This is called the redundancy factor. It is related to seismic design. This is used in the default design combinations. The program uses the same value for all directions. See AISC 7-05 section 11.3.4 for details. Field: SystemSds Field is Imported: Yes Format: Controlled by program Units: Unitless This is called the Design Spectral Acceleration Parameter. This is related to seismic design. See AISC 7-05 section 11.4.4 and 11.4.5 for details. Field: SystemR Field is Imported: Yes Format: Controlled by program Units: Unitless This is called the Response Modification Factor. This is a function of Seismic Force Resisting System. The R values can be specified in the definition of Auto-Seismic Loads for load calculation. It can assume different values for load calculation in two orthogonal directions. The R value specifid here is solely used for design. For design, the program uses the same value for all directions. See AISC 7-05 section 12.2.1 and Table 12.2-1 for details. Field: SystemCd Field is Imported: Yes Format: Controlled by program Units: Unitless This is called the Deflection Amplification Factor. This is a function of Seismic Force Resisting System. It can assume different values in two orthogonal directions. The Cd value specified here is solely used for design. The program uses the same value for all directions. See AISC 7-05 section 12.2.1 and Table 12.2-1 for details. Table: Preferences - Steel Design - AISC360-05-IBC2006 Field: ImpFactor Page 1103 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Omega0 Field is Imported: Yes Format: Controlled by program Units: Unitless This is called the System Overstrength Factor. This is a function of Seismic Force Resisting System. It can assume different values in two orthogonal directions. The Omega0 value specified here is solely used for design. The program uses the same value for all directions. See AISC 7-05 section 12.2.1 and Table 12.2-1 for details. Field: Provision Field is Imported: Yes Format: Controlled by program Units: Text This is either"LRFD" or "ASD" indicating the provision used to check/design the steel members. Field: AMethod Field is Imported: Yes Format: Controlled by program Units: Text This is either"Direct Analysis", "Effective Length", or "Limited 1st Order"" indicating the analysis method used to check/design the steel members. The design module does not verify the acceptability of the selected analysis method. The user is expected to verify the acceptability of the selected method based on the decesion parameters table created after design. The program sets the appropriate stiffness modification factors for the selected analysis method. The user is expected to set the appropriate notional loads. Field: SOMethod Field is Imported: Yes Format: Controlled by program Units: Text This is either"General 2nd Order" or "Amplified 1st Order" indicating the second order method used to analyze the structure. The design module does not verify the acceptability of the selected method. The user is expected to verify the acceptability of the selected method. Field: SRMethod Field is Imported: Yes Format: Controlled by program Units: Text This is either"Tau-b Variable", "Tau-b Fixed", or "No Modification" indicating the stiffness reduction method used to analyze the structure. The design module does not verify the acceptability of the selected method. The user is expected to verify the acceptability of the selected method. The program sets the appropriate stiffness Table: Preferences - Steel Design - AISC360-05-IBC2006 Field: Omega0 Page 1104 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation modification factors for the selected analysis method. The user is expected to set the appropriate notional loads for the stiffness reduction method selected. Field: NLCoeff Field is Imported: Yes Format: Controlled by program Units: Unitless Notional load coefficient which is used to define the notional load as a fraction of a given gravity load case. This is for future use. It is not currently active. Field: PhiB Field is Imported: Yes Format: Controlled by program Units: Unitless Resistance factor. Field: PhiC Field is Imported: Yes Format: Controlled by program Units: Unitless Resistance factor. Field: PhiTY Field is Imported: Yes Format: Controlled by program Units: Unitless Resistance factor. Field: PhiTF Field is Imported: Yes Format: Controlled by program Units: Unitless Resistance factor. Field: PhiV Field is Imported: Yes Format: Controlled by program Units: Unitless Resistance factor. Table: Preferences - Steel Design - AISC360-05-IBC2006 Field: NLCoeff Page 1105 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: PhiVRolledI Field is Imported: Yes Format: Controlled by program Units: Unitless Resistance factor. Field: PhiVT Field is Imported: Yes Format: Controlled by program Units: Unitless Resistance factor. Field: OmegaB Field is Imported: Yes Format: Controlled by program Units: Unitless Safety factor. Field: OmegaC Field is Imported: Yes Format: Controlled by program Units: Unitless Safety factor. Field: OmegaTY Field is Imported: Yes Format: Controlled by program Units: Unitless Safety factor. Field: OmegaTF Field is Imported: Yes Format: Controlled by program Units: Unitless Safety factor. Field: OmegaV Field is Imported: Yes Format: Controlled by program Units: Unitless Safety factor. Table: Preferences - Steel Design - AISC360-05-IBC2006 Field: PhiVRolledI Page 1106 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: OmegaVRolledI Field is Imported: Yes Format: Controlled by program Units: Unitless Safety factor. Field: OmegaVT Field is Imported: Yes Format: Controlled by program Units: Unitless Safety factor. Field: PlugWeld Field is Imported: Yes Format: Controlled by program Units: Yes/No Toggle to consider whether the doubler-plate should be considered to be plug-welded. This is either"Yes" or "No". Field: HSSWelding Field is Imported: Yes Format: Controlled by program Units: Text This is either"ERW" or "SAW" indicating the procedure used for welding. Field: HSSReduceT Field is Imported: Yes Format: Controlled by program Units: Yes/No Toggle to consider whether the reduction of HSS (box or Pipe) thickness should be considered. This is either"Yes" or "No". Field: CheckDefl Field is Imported: Yes Format: Controlled by program Units: Yes/No Toggle to consider whether deflection limitations should be considered in design.This is either"Yes" or "No". Table: Preferences - Steel Design - AISC360-05-IBC2006 Field: OmegaVRolledI Page 1107 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: DLRat Field is Imported: Yes Format: Controlled by program Units: Unitless Deflection limitation for dead load.Inputting 120 means that the limit is L/120.Inputting zero is special, since it means no check has to be made for this item. Field: SDLAndLLRat Field is Imported: Yes Format: Controlled by program Units: Unitless Deflection limitation for superimposed dead plus live load.Inputting 120 means that the limit is L/120.Inputting zero is special, since it means no check has to be made for this item. Field: LLRat Field is Imported: Yes Format: Controlled by program Units: Unitless Deflection limitation for superimposed live load.Inputting 360 means that the limit is L/360.Inputting zero is special, since it means no check has to be made for this item. Field: TotalRat Field is Imported: Yes Format: Controlled by program Units: Unitless Deflection limitation for total load.Inputting 240 means that the limit is L/240.Inputting zero is special, since it means no check has to be made for this item. Field: NetRat Field is Imported: Yes Format: Controlled by program Units: Unitless Limitation for net deflection. Camber is subtracted from the total load deflection to get net deflection.Inputting 240 means that the limit is L/240.Inputting zero is special, since it means no check has to be made for this item. Table: Preferences - Steel Design - AISC360-05-IBC2006 Field: DLRat Page 1108 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Preferences - Steel Design - AISC-ASD01 Field: THDesign Field is Imported: Yes Format: Controlled by program Units: Text This is either"Envelopes" or "Step-by-Step" indicating how time history results are considered in the design. Field: FrameType Field is Imported: Yes Format: Controlled by program Units: Text This is either"Moment Frame" or "Braced Frame". This item is used for ductility considerations in the design. Field: PatLLF Field is Imported: Yes Format: Controlled by program Units: Unitless The live load factor for automatic generation of load combinations involving pattern live loads and dead loads. ". Field: SRatioLimit Field is Imported: Yes Format: Controlled by program Units: Unitless The demand/capacity ratio limit to be used for acceptability. D/C ratios that are less than or equal to this value are considered acceptable. Field: MaxIter Field is Imported: Yes Format: Controlled by program Units: Unitless The maximum number of automatic iterations the program will perform while designing frame elements with auto select section lists. This is for future use. It is not currently active. Table: Preferences - Steel Design - AISC-ASD01 Field: THDesign Page 1109 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: SeisCat Field is Imported: Yes Format: Controlled by program Units: Text This is either"A", "B", "C", "D", "E", or "F". This is related to seismic design. This is a function of Occupancy Category and Sds or Sd1. See AISC 7-05 section 11.6 for details. Field: SeisCode Field is Imported: Yes Format: Controlled by program Units: Yes/No Toggle to consider whether the seismic part of the code should be considered in design. This is either"Yes" or "No". Field: SeisLoad Field is Imported: Yes Format: Controlled by program Units: Yes/No Toggle to consider whether the special seismic load combinations should be considered in design. This is either"Yes" or "No". Field: PlugWeld Field is Imported: Yes Format: Controlled by program Units: Yes/No Toggle to consider whether the doubler-plate should be considered to be plug-welded. This is either"Yes" or "No". Field: CheckDefl Field is Imported: Yes Format: Controlled by program Units: Yes/No Toggle to consider whether deflection limitations should be considered in design.This is either"Yes" or "No". Field: DLRat Field is Imported: Yes Format: Controlled by program Units: Unitless Deflection limitation for dead load.Inputting 120 means that the limit is L/120.Inputting zero is special, since it means no check has to be made for this item. Table: Preferences - Steel Design - AISC-ASD01 Field: SeisCat Page 1110 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: SDLAndLLRat Field is Imported: Yes Format: Controlled by program Units: Unitless Deflection limitation for superimposed dead plus live load.Inputting 120 means that the limit is L/120.Inputting zero is special, since it means no check has to be made for this item. Field: LLRat Field is Imported: Yes Format: Controlled by program Units: Unitless Deflection limitation for superimposed live load.Inputting 360 means that the limit is L/360.Inputting zero is special, since it means no check has to be made for this item. Field: TotalRat Field is Imported: Yes Format: Controlled by program Units: Unitless Deflection limitation for total load.Inputting 240 means that the limit is L/240.Inputting zero is special, since it means no check has to be made for this item. Field: NetRat Field is Imported: Yes Format: Controlled by program Units: Unitless Limitation for net deflection. Camber is subtracted from the total load deflection to get net deflection.Inputting 240 means that the limit is L/240.Inputting zero is special, since it means no check has to be made for this item. Table: Preferences - Steel Design - AISC-ASD89 Field: THDesign Field is Imported: Yes Format: Controlled by program Units: Text This is either"Envelopes" or "Step-by-Step" indicating how time history results are considered in the design. Table: Preferences - Steel Design - AISC-ASD89 Field: SDLAndLLRat Page 1111 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: FrameType Field is Imported: Yes Format: Controlled by program Units: Text This is either"Moment Frame" or "Braced Frame". This item is used for ductility considerations in the design. Field: PatLLF Field is Imported: Yes Format: Controlled by program Units: Unitless The live load factor for automatic generation of load combinations involving pattern live loads and dead loads. ". Field: SRatioLimit Field is Imported: Yes Format: Controlled by program Units: Unitless The demand/capacity ratio limit to be used for acceptability. D/C ratios that are less than or equal to this value are considered acceptable. Field: MaxIter Field is Imported: Yes Format: Controlled by program Units: Unitless The maximum number of automatic iterations the program will perform while designing frame elements with auto select section lists. This is for future use. It is not currently active. Field: LatFactor Field is Imported: Yes Format: Controlled by program Units: Unitless The allowable stress increase factor for loading combinations that include wind or seismic loads. Field: CheckDefl Field is Imported: Yes Format: Controlled by program Units: Yes/No Toggle to consider whether deflection limitations should be considered in design.This is either"Yes" or "No". Table: Preferences - Steel Design - AISC-ASD89 Field: FrameType Page 1112 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: DLRat Field is Imported: Yes Format: Controlled by program Units: Unitless Deflection limitation for dead load.Inputting 120 means that the limit is L/120.Inputting zero is special, since it means no check has to be made for this item. Field: SDLAndLLRat Field is Imported: Yes Format: Controlled by program Units: Unitless Deflection limitation for superimposed dead plus live load.Inputting 120 means that the limit is L/120.Inputting zero is special, since it means no check has to be made for this item. Field: LLRat Field is Imported: Yes Format: Controlled by program Units: Unitless Deflection limitation for superimposed live load.Inputting 360 means that the limit is L/360.Inputting zero is special, since it means no check has to be made for this item. Field: TotalRat Field is Imported: Yes Format: Controlled by program Units: Unitless Deflection limitation for total load.Inputting 240 means that the limit is L/240.Inputting zero is special, since it means no check has to be made for this item. Field: NetRat Field is Imported: Yes Format: Controlled by program Units: Unitless Limitation for net deflection. Camber is subtracted from the total load deflection to get net deflection.Inputting 240 means that the limit is L/240.Inputting zero is special, since it means no check has to be made for this item. Table: Preferences - Steel Design - AISC-ASD89 Field: DLRat Page 1113 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Preferences - Steel Design - AISC-LRFD93 Field: THDesign Field is Imported: Yes Format: Controlled by program Units: Text This is either"Envelopes" or "Step-by-Step" indicating how time history results are considered in the design. Field: FrameType Field is Imported: Yes Format: Controlled by program Units: Text This is either"Moment Frame" or "Braced Frame". This item is used for ductility considerations in the design. Field: PatLLF Field is Imported: Yes Format: Controlled by program Units: Unitless The live load factor for automatic generation of load combinations involving pattern live loads and dead loads. ". Field: SRatioLimit Field is Imported: Yes Format: Controlled by program Units: Unitless The demand/capacity ratio limit to be used for acceptability. D/C ratios that are less than or equal to this value are considered acceptable. Field: MaxIter Field is Imported: Yes Format: Controlled by program Units: Unitless The maximum number of automatic iterations the program will perform while designing frame elements with auto select section lists. This is for future use. It is not currently active. Table: Preferences - Steel Design - AISC-LRFD93 Field: THDesign Page 1114 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: PhiB Field is Imported: Yes Format: Controlled by program Units: Unitless Strength reduction factor. Field: PhiC Field is Imported: Yes Format: Controlled by program Units: Unitless Strength reduction factor. Field: PhiT Field is Imported: Yes Format: Controlled by program Units: Unitless Strength reduction factor. Field: PhiV Field is Imported: Yes Format: Controlled by program Units: Unitless Strength reduction factor. Field: PhiCA Field is Imported: Yes Format: Controlled by program Units: Unitless Strength reduction factor. Field: CheckDefl Field is Imported: Yes Format: Controlled by program Units: Yes/No Toggle to consider whether deflection limitations should be considered in design.This is either"Yes" or "No". Table: Preferences - Steel Design - AISC-LRFD93 Field: PhiB Page 1115 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: DLRat Field is Imported: Yes Format: Controlled by program Units: Unitless Deflection limitation for dead load.Inputting 120 means that the limit is L/120.Inputting zero is special, since it means no check has to be made for this item. Field: SDLAndLLRat Field is Imported: Yes Format: Controlled by program Units: Unitless Deflection limitation for superimposed dead plus live load.Inputting 120 means that the limit is L/120.Inputting zero is special, since it means no check has to be made for this item. Field: LLRat Field is Imported: Yes Format: Controlled by program Units: Unitless Deflection limitation for superimposed live load.Inputting 360 means that the limit is L/360.Inputting zero is special, since it means no check has to be made for this item. Field: TotalRat Field is Imported: Yes Format: Controlled by program Units: Unitless Deflection limitation for total load.Inputting 240 means that the limit is L/240.Inputting zero is special, since it means no check has to be made for this item. Field: NetRat Field is Imported: Yes Format: Controlled by program Units: Unitless Limitation for net deflection. Camber is subtracted from the total load deflection to get net deflection.Inputting 240 means that the limit is L/240.Inputting zero is special, since it means no check has to be made for this item. Table: Preferences - Steel Design - AISC-LRFD93 Field: DLRat Page 1116 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Preferences - Steel Design - AISC-LRFD99 Field: THDesign Field is Imported: Yes Format: Controlled by program Units: Text This is either"Envelopes" or "Step-by-Step" indicating how time history results are considered in the design. Field: FrameType Field is Imported: Yes Format: Controlled by program Units: Text This is either"Moment Frame" or "Braced Frame". This item is used for ductility considerations in the design. Field: PatLLF Field is Imported: Yes Format: Controlled by program Units: Unitless The live load factor for automatic generation of load combinations involving pattern live loads and dead loads. ". Field: SRatioLimit Field is Imported: Yes Format: Controlled by program Units: Unitless The demand/capacity ratio limit to be used for acceptability. D/C ratios that are less than or equal to this value are considered acceptable. Field: MaxIter Field is Imported: Yes Format: Controlled by program Units: Unitless The maximum number of automatic iterations the program will perform while designing frame elements with auto select section lists. This is for future use. It is not currently active. Table: Preferences - Steel Design - AISC-LRFD99 Field: THDesign Page 1117 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: SeisCat Field is Imported: Yes Format: Controlled by program Units: Text This is either"A", "B", "C", "D", "E", or "F". This is related to seismic design. This is a function of Occupancy Category and Sds or Sd1. See AISC 7-05 section 11.6 for details. Field: SeisCode Field is Imported: Yes Format: Controlled by program Units: Yes/No Toggle to consider whether the seismic part of the code should be considered in design. This is either"Yes" or "No". Field: SeisLoad Field is Imported: Yes Format: Controlled by program Units: Yes/No Toggle to consider whether the special seismic load combinations should be considered in design. This is either"Yes" or "No". Field: PlugWeld Field is Imported: Yes Format: Controlled by program Units: Yes/No Toggle to consider whether the doubler-plate should be considered to be plug-welded. This is either"Yes" or "No". Field: PhiB Field is Imported: Yes Format: Controlled by program Units: Unitless Strength reduction factor. Field: PhiC Field is Imported: Yes Format: Controlled by program Units: Unitless Strength reduction factor. Table: Preferences - Steel Design - AISC-LRFD99 Field: SeisCat Page 1118 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: PhiTY Field is Imported: Yes Format: Controlled by program Units: Unitless Strength reduction factor. Field: PhiTF Field is Imported: Yes Format: Controlled by program Units: Unitless Strength reduction factor. Field: PhiV Field is Imported: Yes Format: Controlled by program Units: Unitless Strength reduction factor. Field: PhiVT Field is Imported: Yes Format: Controlled by program Units: Unitless Strength reduction factor. Field: PhiCA Field is Imported: Yes Format: Controlled by program Units: Unitless Strength reduction factor. Field: CheckDefl Field is Imported: Yes Format: Controlled by program Units: Yes/No Toggle to consider whether deflection limitations should be considered in design.This is either"Yes" or "No". Table: Preferences - Steel Design - AISC-LRFD99 Field: PhiTY Page 1119 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: DLRat Field is Imported: Yes Format: Controlled by program Units: Unitless Deflection limitation for dead load.Inputting 120 means that the limit is L/120.Inputting zero is special, since it means no check has to be made for this item. Field: SDLAndLLRat Field is Imported: Yes Format: Controlled by program Units: Unitless Deflection limitation for superimposed dead plus live load.Inputting 120 means that the limit is L/120.Inputting zero is special, since it means no check has to be made for this item. Field: LLRat Field is Imported: Yes Format: Controlled by program Units: Unitless Deflection limitation for superimposed live load.Inputting 360 means that the limit is L/360.Inputting zero is special, since it means no check has to be made for this item. Field: TotalRat Field is Imported: Yes Format: Controlled by program Units: Unitless Deflection limitation for total load.Inputting 240 means that the limit is L/240.Inputting zero is special, since it means no check has to be made for this item. Field: NetRat Field is Imported: Yes Format: Controlled by program Units: Unitless Limitation for net deflection. Camber is subtracted from the total load deflection to get net deflection.Inputting 240 means that the limit is L/240.Inputting zero is special, since it means no check has to be made for this item. Table: Preferences - Steel Design - AISC-LRFD99 Field: DLRat Page 1120 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Preferences - Steel Design - API RP2A-LRFD 97 Field: THDesign Field is Imported: Yes Format: Controlled by program Units: Text This is either"Envelopes" or "Step-by-Step" indicating how time history results are considered in the design. Field: FrameType Field is Imported: Yes Format: Controlled by program Units: Text This is either"Moment Frame" or "Braced Frame". This item is used for ductility considerations in the design. Field: PatLLF Field is Imported: Yes Format: Controlled by program Units: Unitless The live load factor for automatic generation of load combinations involving pattern live loads and dead loads. ". Field: SRatioLimit Field is Imported: Yes Format: Controlled by program Units: Unitless The demand/capacity ratio limit to be used for acceptability. D/C ratios that are less than or equal to this value are considered acceptable. Field: MaxIter Field is Imported: Yes Format: Controlled by program Units: Unitless The maximum number of automatic iterations the program will perform while designing frame elements with auto select section lists. This is for future use. It is not currently active. Table: Preferences - Steel Design - API RP2A-LRFD 97 Field: THDesign Page 1121 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: PunchMethod Field is Imported: Yes Format: Controlled by program Units: Text This is either"Punching Shear" or "Nominal Load" indicating the method used to check the punching loads. Field: CheckDefl Field is Imported: Yes Format: Controlled by program Units: Yes/No Toggle to consider whether deflection limitations should be considered in design.This is either"Yes" or "No". Field: DLRat Field is Imported: Yes Format: Controlled by program Units: Unitless Deflection limitation for dead load.Inputting 120 means that the limit is L/120.Inputting zero is special, since it means no check has to be made for this item. Field: SDLAndLLRat Field is Imported: Yes Format: Controlled by program Units: Unitless Deflection limitation for superimposed dead plus live load.Inputting 120 means that the limit is L/120.Inputting zero is special, since it means no check has to be made for this item. Field: LLRat Field is Imported: Yes Format: Controlled by program Units: Unitless Deflection limitation for superimposed live load.Inputting 360 means that the limit is L/360.Inputting zero is special, since it means no check has to be made for this item. Field: TotalRat Field is Imported: Yes Format: Controlled by program Units: Unitless Deflection limitation for total load.Inputting 240 means that the limit is L/240.Inputting zero is special, since it means no check has to be made for this item. Table: Preferences - Steel Design - API RP2A-LRFD 97 Field: PunchMethod Page 1122 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: NetRat Field is Imported: Yes Format: Controlled by program Units: Unitless Limitation for net deflection. Camber is subtracted from the total load deflection to get net deflection.Inputting 240 means that the limit is L/240.Inputting zero is special, since it means no check has to be made for this item. Table: Preferences - Steel Design - API RP2A-WSD2000 Field: THDesign Field is Imported: Yes Format: Controlled by program Units: Text This is either"Envelopes" or "Step-by-Step" indicating how time history results are considered in the design. Field: FrameType Field is Imported: Yes Format: Controlled by program Units: Text This is either"Moment Frame" or "Braced Frame". This item is used for ductility considerations in the design. Field: PatLLF Field is Imported: Yes Format: Controlled by program Units: Unitless The live load factor for automatic generation of load combinations involving pattern live loads and dead loads. ". Field: SRatioLimit Field is Imported: Yes Format: Controlled by program Units: Unitless The demand/capacity ratio limit to be used for acceptability. D/C ratios that are less than or equal to this value are considered acceptable. Table: Preferences - Steel Design - API RP2A-WSD2000 Field: NetRat Page 1123 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: MaxIter Field is Imported: Yes Format: Controlled by program Units: Unitless The maximum number of automatic iterations the program will perform while designing frame elements with auto select section lists. This is for future use. It is not currently active. Field: PunchMethod Field is Imported: Yes Format: Controlled by program Units: Text This is either"Punching Shear" or "Nominal Load" indicating the method used to check the punching loads. Field: LatFactor Field is Imported: Yes Format: Controlled by program Units: Unitless The allowable stress increase factor for loading combinations that include wind or seismic loads. Field: CheckDefl Field is Imported: Yes Format: Controlled by program Units: Yes/No Toggle to consider whether deflection limitations should be considered in design.This is either"Yes" or "No". Field: DLRat Field is Imported: Yes Format: Controlled by program Units: Unitless Deflection limitation for dead load.Inputting 120 means that the limit is L/120.Inputting zero is special, since it means no check has to be made for this item. Field: SDLAndLLRat Field is Imported: Yes Format: Controlled by program Units: Unitless Deflection limitation for superimposed dead plus live load.Inputting 120 means that the limit is L/120.Inputting zero is special, since it means no check has to be made for this item. Table: Preferences - Steel Design - API RP2A-WSD2000 Field: MaxIter Page 1124 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: LLRat Field is Imported: Yes Format: Controlled by program Units: Unitless Deflection limitation for superimposed live load.Inputting 360 means that the limit is L/360.Inputting zero is special, since it means no check has to be made for this item. Field: TotalRat Field is Imported: Yes Format: Controlled by program Units: Unitless Deflection limitation for total load.Inputting 240 means that the limit is L/240.Inputting zero is special, since it means no check has to be made for this item. Field: NetRat Field is Imported: Yes Format: Controlled by program Units: Unitless Limitation for net deflection. Camber is subtracted from the total load deflection to get net deflection.Inputting 240 means that the limit is L/240.Inputting zero is special, since it means no check has to be made for this item. Table: Preferences - Steel Design - ASCE 10-97 Field: THDesign Field is Imported: Yes Format: Controlled by program Units: Text This is either"Envelopes" or "Step-by-Step" indicating how time history results are considered in the design. Field: FrameType Field is Imported: Yes Format: Controlled by program Units: Text This is either"Moment Frame" or "Braced Frame". This item is used for ductility considerations in the design. Table: Preferences - Steel Design - ASCE 10-97 Field: LLRat Page 1125 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: PatLLF Field is Imported: Yes Format: Controlled by program Units: Unitless The live load factor for automatic generation of load combinations involving pattern live loads and dead loads. ". Field: SRatioLimit Field is Imported: Yes Format: Controlled by program Units: Unitless The demand/capacity ratio limit to be used for acceptability. D/C ratios that are less than or equal to this value are considered acceptable. Field: MaxIter Field is Imported: Yes Format: Controlled by program Units: Unitless The maximum number of automatic iterations the program will perform while designing frame elements with auto select section lists. This is for future use. It is not currently active. Field: CheckDefl Field is Imported: Yes Format: Controlled by program Units: Yes/No Toggle to consider whether deflection limitations should be considered in design.This is either"Yes" or "No". Field: DLRat Field is Imported: Yes Format: Controlled by program Units: Unitless Deflection limitation for dead load.Inputting 120 means that the limit is L/120.Inputting zero is special, since it means no check has to be made for this item. Field: SDLAndLLRat Field is Imported: Yes Format: Controlled by program Units: Unitless Deflection limitation for superimposed dead plus live load.Inputting 120 means that the limit is L/120.Inputting zero is special, since it means no check has to be made for this item. Table: Preferences - Steel Design - ASCE 10-97 Field: PatLLF Page 1126 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: LLRat Field is Imported: Yes Format: Controlled by program Units: Unitless Deflection limitation for superimposed live load.Inputting 360 means that the limit is L/360.Inputting zero is special, since it means no check has to be made for this item. Field: TotalRat Field is Imported: Yes Format: Controlled by program Units: Unitless Deflection limitation for total load.Inputting 240 means that the limit is L/240.Inputting zero is special, since it means no check has to be made for this item. Field: NetRat Field is Imported: Yes Format: Controlled by program Units: Unitless Limitation for net deflection. Camber is subtracted from the total load deflection to get net deflection.Inputting 240 means that the limit is L/240.Inputting zero is special, since it means no check has to be made for this item. Table: Preferences - Steel Design - BS5950 2000 Field: THDesign Field is Imported: Yes Format: Controlled by program Units: Text This is either"Envelopes" or "Step-by-Step" indicating how time history results are considered in the design. Field: FrameType Field is Imported: Yes Format: Controlled by program Units: Text This is either"Moment Frame" or "Braced Frame". This item is used for ductility considerations in the design. Table: Preferences - Steel Design - BS5950 2000 Field: LLRat Page 1127 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: PatLLF Field is Imported: Yes Format: Controlled by program Units: Unitless The live load factor for automatic generation of load combinations involving pattern live loads and dead loads. ". Field: SRatioLimit Field is Imported: Yes Format: Controlled by program Units: Unitless The demand/capacity ratio limit to be used for acceptability. D/C ratios that are less than or equal to this value are considered acceptable. Field: MaxIter Field is Imported: Yes Format: Controlled by program Units: Unitless The maximum number of automatic iterations the program will perform while designing frame elements with auto select section lists. This is for future use. It is not currently active. Field: CheckDefl Field is Imported: Yes Format: Controlled by program Units: Yes/No Toggle to consider whether deflection limitations should be considered in design.This is either"Yes" or "No". Field: DLRat Field is Imported: Yes Format: Controlled by program Units: Unitless Deflection limitation for dead load.Inputting 120 means that the limit is L/120.Inputting zero is special, since it means no check has to be made for this item. Field: SDLAndLLRat Field is Imported: Yes Format: Controlled by program Units: Unitless Deflection limitation for superimposed dead plus live load.Inputting 120 means that the limit is L/120.Inputting zero is special, since it means no check has to be made for this item. Table: Preferences - Steel Design - BS5950 2000 Field: PatLLF Page 1128 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: LLRat Field is Imported: Yes Format: Controlled by program Units: Unitless Deflection limitation for superimposed live load.Inputting 360 means that the limit is L/360.Inputting zero is special, since it means no check has to be made for this item. Field: TotalRat Field is Imported: Yes Format: Controlled by program Units: Unitless Deflection limitation for total load.Inputting 240 means that the limit is L/240.Inputting zero is special, since it means no check has to be made for this item. Field: NetRat Field is Imported: Yes Format: Controlled by program Units: Unitless Limitation for net deflection. Camber is subtracted from the total load deflection to get net deflection.Inputting 240 means that the limit is L/240.Inputting zero is special, since it means no check has to be made for this item. Table: Preferences - Steel Design - BS5950 90 Field: THDesign Field is Imported: Yes Format: Controlled by program Units: Text This is either"Envelopes" or "Step-by-Step" indicating how time history results are considered in the design. Field: FrameType Field is Imported: Yes Format: Controlled by program Units: Text This is either"Moment Frame" or "Braced Frame". This item is used for ductility considerations in the design. Table: Preferences - Steel Design - BS5950 90 Field: LLRat Page 1129 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: PatLLF Field is Imported: Yes Format: Controlled by program Units: Unitless The live load factor for automatic generation of load combinations involving pattern live loads and dead loads. ". Field: SRatioLimit Field is Imported: Yes Format: Controlled by program Units: Unitless The demand/capacity ratio limit to be used for acceptability. D/C ratios that are less than or equal to this value are considered acceptable. Field: MaxIter Field is Imported: Yes Format: Controlled by program Units: Unitless The maximum number of automatic iterations the program will perform while designing frame elements with auto select section lists. This is for future use. It is not currently active. Field: CheckDefl Field is Imported: Yes Format: Controlled by program Units: Yes/No Toggle to consider whether deflection limitations should be considered in design.This is either"Yes" or "No". Field: DLRat Field is Imported: Yes Format: Controlled by program Units: Unitless Deflection limitation for dead load.Inputting 120 means that the limit is L/120.Inputting zero is special, since it means no check has to be made for this item. Field: SDLAndLLRat Field is Imported: Yes Format: Controlled by program Units: Unitless Deflection limitation for superimposed dead plus live load.Inputting 120 means that the limit is L/120.Inputting zero is special, since it means no check has to be made for this item. Table: Preferences - Steel Design - BS5950 90 Field: PatLLF Page 1130 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: LLRat Field is Imported: Yes Format: Controlled by program Units: Unitless Deflection limitation for superimposed live load.Inputting 360 means that the limit is L/360.Inputting zero is special, since it means no check has to be made for this item. Field: TotalRat Field is Imported: Yes Format: Controlled by program Units: Unitless Deflection limitation for total load.Inputting 240 means that the limit is L/240.Inputting zero is special, since it means no check has to be made for this item. Field: NetRat Field is Imported: Yes Format: Controlled by program Units: Unitless Limitation for net deflection. Camber is subtracted from the total load deflection to get net deflection.Inputting 240 means that the limit is L/240.Inputting zero is special, since it means no check has to be made for this item. Table: Preferences - Steel Design - CAN-CSA-S16-01 Field: THDesign Field is Imported: Yes Format: Controlled by program Units: Text This is either"Envelopes" or "Step-by-Step" indicating how time history results are considered in the design. Field: FrameType Field is Imported: Yes Format: Controlled by program Units: Text This is either"Moment Frame" or "Braced Frame". This item is used for ductility considerations in the design. Table: Preferences - Steel Design - CAN-CSA-S16-01 Field: LLRat Page 1131 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: PatLLF Field is Imported: Yes Format: Controlled by program Units: Unitless The live load factor for automatic generation of load combinations involving pattern live loads and dead loads. ". Field: SRatioLimit Field is Imported: Yes Format: Controlled by program Units: Unitless The demand/capacity ratio limit to be used for acceptability. D/C ratios that are less than or equal to this value are considered acceptable. Field: MaxIter Field is Imported: Yes Format: Controlled by program Units: Unitless The maximum number of automatic iterations the program will perform while designing frame elements with auto select section lists. This is for future use. It is not currently active. Field: AccRat Field is Imported: Yes Format: Controlled by program Units: Unitless This is called the Short Period Spectral Acceleration Ratio. This is Sa(T=0.2sec) multiplied by IE=e and Fa. It can assume different values in two orthogonal directions. The value specified here is solely used for design. The program uses the same value for all directions. See CSA S16-01/S16S1-05 section 27.1.1, NBCC section 4.1.8.2, Table 4.1.8.9, Table 4.1.8.5, and Table 4.1.8.4B for details. Field: DuctFact Field is Imported: Yes Format: Controlled by program Units: Unitless This is called the Ductility Related Force Modification Factor. This reflects the capability of a structure to dissipate energy through inelastic behaviour. This is a function of Seismic Force Resisting System. It can assume different values in two orthogonal directions. The program uses the same value for all directions. The value specified here is solely used for design. See CSA S16-01/S16S1-05 section 27.1.1, NBCC sections 4.1.8.2 and 4.1.8.9, and NBCC Table 4.1.8.9 for details. Table: Preferences - Steel Design - CAN-CSA-S16-01 Field: PatLLF Page 1132 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: OverFact Field is Imported: Yes Format: Controlled by program Units: Unitless This is called the Overstrength Related Force Modification Factor. This accounts for the dependable portion of reserve strength in a structure. This is a function of Seismic Force Resisting System. It can assume different values in two orthogonal directions. The program uses the same value for all directions. The value specified here is solely used for design. See CSA S16-01/S16S1-05 section 27.1.1, NBCC sections 4.1.8.2 and 4.1.8.9, and NBCC Table 4.1.8.9 for details. Field: PhiB Field is Imported: Yes Format: Controlled by program Units: Unitless Strength reduction factor. Field: PhiC Field is Imported: Yes Format: Controlled by program Units: Unitless Strength reduction factor. Field: PhiT Field is Imported: Yes Format: Controlled by program Units: Unitless Strength reduction factor. Field: PhiV Field is Imported: Yes Format: Controlled by program Units: Unitless Strength reduction factor. Field: SlenderMod Field is Imported: Yes Format: Controlled by program Units: Text Toggle to consider whether the Class 4 sections should be handled by modifying the geometry or by modifying fy. This is either"Yes" or "No". Table: Preferences - Steel Design - CAN-CSA-S16-01 Field: OverFact Page 1133 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: SeisCode Field is Imported: Yes Format: Controlled by program Units: Yes/No Toggle to consider whether the seismic part of the code should be considered in design. This is either"Yes" or "No". Field: SeisLoad Field is Imported: Yes Format: Controlled by program Units: Yes/No Toggle to consider whether the special seismic load combinations should be considered in design. This is either"Yes" or "No". Field: PlugWeld Field is Imported: Yes Format: Controlled by program Units: Yes/No Toggle to consider whether the doubler-plate should be considered to be plug-welded. This is either"Yes" or "No". Field: CheckDefl Field is Imported: Yes Format: Controlled by program Units: Yes/No Toggle to consider whether deflection limitations should be considered in design.This is either"Yes" or "No". Field: DLRat Field is Imported: Yes Format: Controlled by program Units: Unitless Deflection limitation for dead load.Inputting 120 means that the limit is L/120.Inputting zero is special, since it means no check has to be made for this item. Field: SDLAndLLRat Field is Imported: Yes Format: Controlled by program Units: Unitless Deflection limitation for superimposed dead plus live load.Inputting 120 means that the limit is L/120.Inputting zero is special, since it means no check has to be made for this item. Table: Preferences - Steel Design - CAN-CSA-S16-01 Field: SeisCode Page 1134 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: LLRat Field is Imported: Yes Format: Controlled by program Units: Unitless Deflection limitation for superimposed live load.Inputting 360 means that the limit is L/360.Inputting zero is special, since it means no check has to be made for this item. Field: TotalRat Field is Imported: Yes Format: Controlled by program Units: Unitless Deflection limitation for total load.Inputting 240 means that the limit is L/240.Inputting zero is special, since it means no check has to be made for this item. Field: NetRat Field is Imported: Yes Format: Controlled by program Units: Unitless Limitation for net deflection. Camber is subtracted from the total load deflection to get net deflection.Inputting 240 means that the limit is L/240.Inputting zero is special, since it means no check has to be made for this item. Table: Preferences - Steel Design - Chinese 2002 Field: THDesign Field is Imported: Yes Format: Controlled by program Units: Text This is either"Envelopes" or "Step-by-Step" indicating how time history results are considered in the design. Field: FrameType Field is Imported: Yes Format: Controlled by program Units: Text This is either"Moment Frame" or "Braced Frame". This item is used for ductility considerations in the design. Table: Preferences - Steel Design - Chinese 2002 Field: LLRat Page 1135 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: PatLLF Field is Imported: Yes Format: Controlled by program Units: Unitless The live load factor for automatic generation of load combinations involving pattern live loads and dead loads. ". Field: SRatioLimit Field is Imported: Yes Format: Controlled by program Units: Unitless The demand/capacity ratio limit to be used for acceptability. D/C ratios that are less than or equal to this value are considered acceptable. Field: MaxIter Field is Imported: Yes Format: Controlled by program Units: Unitless The maximum number of automatic iterations the program will perform while designing frame elements with auto select section lists. This is for future use. It is not currently active. Field: TallBldg Field is Imported: Yes Format: Controlled by program Units: Yes/No Toggle to consider whether the structure should be considered to be a tall building or a part of it.It affects the lo/r slenderness limit (GB50011 8.3.1, 8.4.2), b/t slenderness limit (GB50017 4.3.8, 5.4.1, 5.4.2, 5.4.3, 5.4.5; GB50011 8.3.2, 8.4.2), joint design (GB50011 8.2.5), Gamma factor (GB50017 4.1.1, 4.1.2), Phib factor (JGJ 99-98 6.1.2).This is either"Yes" or "No". Field: Gamma0 Field is Imported: Yes Format: Controlled by program Units: Unitless Gamma0 factor that is related to seismic force amplification. Table: Preferences - Steel Design - Chinese 2002 Field: PatLLF Page 1136 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: IgnoreBoT Field is Imported: Yes Format: Controlled by program Units: Yes/No Toggle to consider whether the b/t ratio should be considered in classifying the steel sections.This is either"Yes" or "No". Field: BeamMandN Field is Imported: Yes Format: Controlled by program Units: Yes/No Toggle to consider whether the axial compression should be considered in classifying the steel beam sections.This is either"Yes" or "No". Field: CheckDefl Field is Imported: Yes Format: Controlled by program Units: Yes/No Toggle to consider whether deflection limitations should be considered in design.This is either"Yes" or "No". Field: DLRat Field is Imported: Yes Format: Controlled by program Units: Unitless Deflection limitation for dead load.Inputting 120 means that the limit is L/120.Inputting zero is special, since it means no check has to be made for this item. Field: SDLAndLLRat Field is Imported: Yes Format: Controlled by program Units: Unitless Deflection limitation for superimposed dead plus live load.Inputting 120 means that the limit is L/120.Inputting zero is special, since it means no check has to be made for this item. Field: LLRat Field is Imported: Yes Format: Controlled by program Units: Unitless Deflection limitation for superimposed live load.Inputting 360 means that the limit is L/360.Inputting zero is special, since it means no check has to be made for this item. Table: Preferences - Steel Design - Chinese 2002 Field: IgnoreBoT Page 1137 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: TotalRat Field is Imported: Yes Format: Controlled by program Units: Unitless Deflection limitation for total load.Inputting 240 means that the limit is L/240.Inputting zero is special, since it means no check has to be made for this item. Field: NetRat Field is Imported: Yes Format: Controlled by program Units: Unitless Limitation for net deflection. Camber is subtracted from the total load deflection to get net deflection.Inputting 240 means that the limit is L/240.Inputting zero is special, since it means no check has to be made for this item. Table: Preferences - Steel Design - CISC 95 Field: THDesign Field is Imported: Yes Format: Controlled by program Units: Text This is either"Envelopes" or "Step-by-Step" indicating how time history results are considered in the design. Field: FrameType Field is Imported: Yes Format: Controlled by program Units: Text This is either"Moment Frame" or "Braced Frame". This item is used for ductility considerations in the design. Field: PatLLF Field is Imported: Yes Format: Controlled by program Units: Unitless The live load factor for automatic generation of load combinations involving pattern live loads and dead loads. ". Table: Preferences - Steel Design - CISC 95 Field: TotalRat Page 1138 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: SRatioLimit Field is Imported: Yes Format: Controlled by program Units: Unitless The demand/capacity ratio limit to be used for acceptability. D/C ratios that are less than or equal to this value are considered acceptable. Field: MaxIter Field is Imported: Yes Format: Controlled by program Units: Unitless The maximum number of automatic iterations the program will perform while designing frame elements with auto select section lists. This is for future use. It is not currently active. Field: PhiB Field is Imported: Yes Format: Controlled by program Units: Unitless Strength reduction factor. Field: PhiC Field is Imported: Yes Format: Controlled by program Units: Unitless Strength reduction factor. Field: PhiT Field is Imported: Yes Format: Controlled by program Units: Unitless Strength reduction factor. Field: PhiV Field is Imported: Yes Format: Controlled by program Units: Unitless Strength reduction factor. Table: Preferences - Steel Design - CISC 95 Field: SRatioLimit Page 1139 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: CheckDefl Field is Imported: Yes Format: Controlled by program Units: Yes/No Toggle to consider whether deflection limitations should be considered in design.This is either"Yes" or "No". Field: DLRat Field is Imported: Yes Format: Controlled by program Units: Unitless Deflection limitation for dead load.Inputting 120 means that the limit is L/120.Inputting zero is special, since it means no check has to be made for this item. Field: SDLAndLLRat Field is Imported: Yes Format: Controlled by program Units: Unitless Deflection limitation for superimposed dead plus live load.Inputting 120 means that the limit is L/120.Inputting zero is special, since it means no check has to be made for this item. Field: LLRat Field is Imported: Yes Format: Controlled by program Units: Unitless Deflection limitation for superimposed live load.Inputting 360 means that the limit is L/360.Inputting zero is special, since it means no check has to be made for this item. Field: TotalRat Field is Imported: Yes Format: Controlled by program Units: Unitless Deflection limitation for total load.Inputting 240 means that the limit is L/240.Inputting zero is special, since it means no check has to be made for this item. Field: NetRat Field is Imported: Yes Format: Controlled by program Units: Unitless Limitation for net deflection. Camber is subtracted from the total load deflection to get net deflection.Inputting 240 means that the limit is L/240.Inputting zero is special, since it means no check has to be made for this item. Table: Preferences - Steel Design - CISC 95 Field: CheckDefl Page 1140 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Preferences - Steel Design - EUROCODE 3-1993 Field: THDesign Field is Imported: Yes Format: Controlled by program Units: Text This is either"Envelopes" or "Step-by-Step" indicating how time history results are considered in the design. Field: FrameType Field is Imported: Yes Format: Controlled by program Units: Text This is either"Moment Frame" or "Braced Frame". This item is used for ductility considerations in the design. Field: PatLLF Field is Imported: Yes Format: Controlled by program Units: Unitless The live load factor for automatic generation of load combinations involving pattern live loads and dead loads. ". Field: SRatioLimit Field is Imported: Yes Format: Controlled by program Units: Unitless The demand/capacity ratio limit to be used for acceptability. D/C ratios that are less than or equal to this value are considered acceptable. Field: MaxIter Field is Imported: Yes Format: Controlled by program Units: Unitless The maximum number of automatic iterations the program will perform while designing frame elements with auto select section lists. This is for future use. It is not currently active. Table: Preferences - Steel Design - EUROCODE 3-1993 Field: THDesign Page 1141 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: GammaM0 Field is Imported: Yes Format: Controlled by program Units: Unitless The strength reduction factor. Field: GammaM1 Field is Imported: Yes Format: Controlled by program Units: Unitless The strength reduction factor. Field: CheckDefl Field is Imported: Yes Format: Controlled by program Units: Yes/No Toggle to consider whether deflection limitations should be considered in design.This is either"Yes" or "No". Field: DLRat Field is Imported: Yes Format: Controlled by program Units: Unitless Deflection limitation for dead load.Inputting 120 means that the limit is L/120.Inputting zero is special, since it means no check has to be made for this item. Field: SDLAndLLRat Field is Imported: Yes Format: Controlled by program Units: Unitless Deflection limitation for superimposed dead plus live load.Inputting 120 means that the limit is L/120.Inputting zero is special, since it means no check has to be made for this item. Field: LLRat Field is Imported: Yes Format: Controlled by program Units: Unitless Deflection limitation for superimposed live load.Inputting 360 means that the limit is L/360.Inputting zero is special, since it means no check has to be made for this item. Table: Preferences - Steel Design - EUROCODE 3-1993 Field: GammaM0 Page 1142 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: TotalRat Field is Imported: Yes Format: Controlled by program Units: Unitless Deflection limitation for total load.Inputting 240 means that the limit is L/240.Inputting zero is special, since it means no check has to be made for this item. Field: NetRat Field is Imported: Yes Format: Controlled by program Units: Unitless Limitation for net deflection. Camber is subtracted from the total load deflection to get net deflection.Inputting 240 means that the limit is L/240.Inputting zero is special, since it means no check has to be made for this item. Table: Preferences - Steel Design - Eurocode 3-2005 Field: THDesign Field is Imported: Yes Format: Controlled by program Units: Text This is either"Envelopes" or "Step-by-Step" indicating how time history results are considered in the design. Field: FrameType Field is Imported: Yes Format: Controlled by program Units: Text This is either"Moment Frame" or "Braced Frame". This item is used for ductility considerations in the design. Field: PatLLF Field is Imported: Yes Format: Controlled by program Units: Unitless The live load factor for automatic generation of load combinations involving pattern live loads and dead loads. ". Table: Preferences - Steel Design - Eurocode 3-2005 Field: TotalRat Page 1143 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: SRatioLimit Field is Imported: Yes Format: Controlled by program Units: Unitless The demand/capacity ratio limit to be used for acceptability. D/C ratios that are less than or equal to this value are considered acceptable. Field: MaxIter Field is Imported: Yes Format: Controlled by program Units: Unitless The maximum number of automatic iterations the program will perform while designing frame elements with auto select section lists. This is for future use. It is not currently active. Field: Country Field is Imported: Yes Format: Controlled by program Units: Text Country specific implementation considering country National Annex. CEN Default is the general version without an annex. Field: CombosEq Field is Imported: Yes Format: Controlled by program Units: Text Design code combinations to consider. These are either generated from Eq. 6.10 or from both Eqs. 6.10a and 6.10b. Field: KFactorMethod Field is Imported: Yes Format: Controlled by program Units: Text Method for determining the interaction factors. This is either Method 1 from Annex A or Method 2 from Annex B. Field: GammaM0 Field is Imported: Yes Format: Controlled by program Units: Unitless The strength reduction factor. Table: Preferences - Steel Design - Eurocode 3-2005 Field: SRatioLimit Page 1144 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: GammaM1 Field is Imported: Yes Format: Controlled by program Units: Unitless The strength reduction factor. Field: GammaM2 Field is Imported: Yes Format: Controlled by program Units: Unitless The partial factor for resistance of cross-sections to tensile fracture. Field: CheckDefl Field is Imported: Yes Format: Controlled by program Units: Yes/No Toggle to consider whether deflection limitations should be considered in design.This is either"Yes" or "No". Field: DLRat Field is Imported: Yes Format: Controlled by program Units: Unitless Deflection limitation for dead load.Inputting 120 means that the limit is L/120.Inputting zero is special, since it means no check has to be made for this item. Field: SDLAndLLRat Field is Imported: Yes Format: Controlled by program Units: Unitless Deflection limitation for superimposed dead plus live load.Inputting 120 means that the limit is L/120.Inputting zero is special, since it means no check has to be made for this item. Field: LLRat Field is Imported: Yes Format: Controlled by program Units: Unitless Deflection limitation for superimposed live load.Inputting 360 means that the limit is L/360.Inputting zero is special, since it means no check has to be made for this item. Table: Preferences - Steel Design - Eurocode 3-2005 Field: GammaM1 Page 1145 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: TotalRat Field is Imported: Yes Format: Controlled by program Units: Unitless Deflection limitation for total load.Inputting 240 means that the limit is L/240.Inputting zero is special, since it means no check has to be made for this item. Field: NetRat Field is Imported: Yes Format: Controlled by program Units: Unitless Limitation for net deflection. Camber is subtracted from the total load deflection to get net deflection.Inputting 240 means that the limit is L/240.Inputting zero is special, since it means no check has to be made for this item. Table: Preferences - Steel Design - Indian IS:800-1998 Field: THDesign Field is Imported: Yes Format: Controlled by program Units: Text This is either"Envelopes" or "Step-by-Step" indicating how time history results are considered in the design. Field: FrameType Field is Imported: Yes Format: Controlled by program Units: Text This is either"Moment Frame" or "Braced Frame". This item is used for ductility considerations in the design. Field: PatLLF Field is Imported: Yes Format: Controlled by program Units: Unitless The live load factor for automatic generation of load combinations involving pattern live loads and dead loads. ". Table: Preferences - Steel Design - Indian IS:800-1998 Field: TotalRat Page 1146 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: SRatioLimit Field is Imported: Yes Format: Controlled by program Units: Unitless The demand/capacity ratio limit to be used for acceptability. D/C ratios that are less than or equal to this value are considered acceptable. Field: MaxIter Field is Imported: Yes Format: Controlled by program Units: Unitless The maximum number of automatic iterations the program will perform while designing frame elements with auto select section lists. This is for future use. It is not currently active. Field: LatFactor Field is Imported: Yes Format: Controlled by program Units: Unitless The allowable stress increase factor for loading combinations that include wind or seismic loads. Field: CheckDefl Field is Imported: Yes Format: Controlled by program Units: Yes/No Toggle to consider whether deflection limitations should be considered in design.This is either"Yes" or "No". Field: DLRat Field is Imported: Yes Format: Controlled by program Units: Unitless Deflection limitation for dead load.Inputting 120 means that the limit is L/120.Inputting zero is special, since it means no check has to be made for this item. Field: SDLAndLLRat Field is Imported: Yes Format: Controlled by program Units: Unitless Deflection limitation for superimposed dead plus live load.Inputting 120 means that the limit is L/120.Inputting zero is special, since it means no check has to be made for this item. Table: Preferences - Steel Design - Indian IS:800-1998 Field: SRatioLimit Page 1147 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: LLRat Field is Imported: Yes Format: Controlled by program Units: Unitless Deflection limitation for superimposed live load.Inputting 360 means that the limit is L/360.Inputting zero is special, since it means no check has to be made for this item. Field: TotalRat Field is Imported: Yes Format: Controlled by program Units: Unitless Deflection limitation for total load.Inputting 240 means that the limit is L/240.Inputting zero is special, since it means no check has to be made for this item. Field: NetRat Field is Imported: Yes Format: Controlled by program Units: Unitless Limitation for net deflection. Camber is subtracted from the total load deflection to get net deflection.Inputting 240 means that the limit is L/240.Inputting zero is special, since it means no check has to be made for this item. Table: Preferences - Steel Design - Italian UNI 10011 Field: THDesign Field is Imported: Yes Format: Controlled by program Units: Text This is either"Envelopes" or "Step-by-Step" indicating how time history results are considered in the design. Field: FrameType Field is Imported: Yes Format: Controlled by program Units: Text This is either"Moment Frame" or "Braced Frame". This item is used for ductility considerations in the design. Table: Preferences - Steel Design - Italian UNI 10011 Field: LLRat Page 1148 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: PatLLF Field is Imported: Yes Format: Controlled by program Units: Unitless The live load factor for automatic generation of load combinations involving pattern live loads and dead loads. ". Field: SRatioLimit Field is Imported: Yes Format: Controlled by program Units: Unitless The demand/capacity ratio limit to be used for acceptability. D/C ratios that are less than or equal to this value are considered acceptable. Field: MaxIter Field is Imported: Yes Format: Controlled by program Units: Unitless The maximum number of automatic iterations the program will perform while designing frame elements with auto select section lists. This is for future use. It is not currently active. Field: CheckDefl Field is Imported: Yes Format: Controlled by program Units: Yes/No Toggle to consider whether deflection limitations should be considered in design.This is either"Yes" or "No". Field: DLRat Field is Imported: Yes Format: Controlled by program Units: Unitless Deflection limitation for dead load.Inputting 120 means that the limit is L/120.Inputting zero is special, since it means no check has to be made for this item. Field: SDLAndLLRat Field is Imported: Yes Format: Controlled by program Units: Unitless Deflection limitation for superimposed dead plus live load.Inputting 120 means that the limit is L/120.Inputting zero is special, since it means no check has to be made for this item. Table: Preferences - Steel Design - Italian UNI 10011 Field: PatLLF Page 1149 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: LLRat Field is Imported: Yes Format: Controlled by program Units: Unitless Deflection limitation for superimposed live load.Inputting 360 means that the limit is L/360.Inputting zero is special, since it means no check has to be made for this item. Field: TotalRat Field is Imported: Yes Format: Controlled by program Units: Unitless Deflection limitation for total load.Inputting 240 means that the limit is L/240.Inputting zero is special, since it means no check has to be made for this item. Field: NetRat Field is Imported: Yes Format: Controlled by program Units: Unitless Limitation for net deflection. Camber is subtracted from the total load deflection to get net deflection.Inputting 240 means that the limit is L/240.Inputting zero is special, since it means no check has to be made for this item. Table: Preferences - Steel Design - UBC97-ASD Field: THDesign Field is Imported: Yes Format: Controlled by program Units: Text This is either"Envelopes" or "Step-by-Step" indicating how time history results are considered in the design. Field: FrameType Field is Imported: Yes Format: Controlled by program Units: Text This is either"Moment Frame" or "Braced Frame". This item is used for ductility considerations in the design. Table: Preferences - Steel Design - UBC97-ASD Field: LLRat Page 1150 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: PatLLF Field is Imported: Yes Format: Controlled by program Units: Unitless The live load factor for automatic generation of load combinations involving pattern live loads and dead loads. ". Field: SRatioLimit Field is Imported: Yes Format: Controlled by program Units: Unitless The demand/capacity ratio limit to be used for acceptability. D/C ratios that are less than or equal to this value are considered acceptable. Field: MaxIter Field is Imported: Yes Format: Controlled by program Units: Unitless The maximum number of automatic iterations the program will perform while designing frame elements with auto select section lists. This is for future use. It is not currently active. Field: SeisZone Field is Imported: Yes Format: Controlled by program Units: Text This is either"Zone 0", "Zone 1", "Zone 2", "Zone 3", or "Zone 4". This is related to seismic design. Field: LatFactor Field is Imported: Yes Format: Controlled by program Units: Unitless The allowable stress increase factor for loading combinations that include wind or seismic loads. Field: CheckDefl Field is Imported: Yes Format: Controlled by program Units: Yes/No Toggle to consider whether deflection limitations should be considered in design.This is either"Yes" or "No". Table: Preferences - Steel Design - UBC97-ASD Field: PatLLF Page 1151 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: DLRat Field is Imported: Yes Format: Controlled by program Units: Unitless Deflection limitation for dead load.Inputting 120 means that the limit is L/120.Inputting zero is special, since it means no check has to be made for this item. Field: SDLAndLLRat Field is Imported: Yes Format: Controlled by program Units: Unitless Deflection limitation for superimposed dead plus live load.Inputting 120 means that the limit is L/120.Inputting zero is special, since it means no check has to be made for this item. Field: LLRat Field is Imported: Yes Format: Controlled by program Units: Unitless Deflection limitation for superimposed live load.Inputting 360 means that the limit is L/360.Inputting zero is special, since it means no check has to be made for this item. Field: TotalRat Field is Imported: Yes Format: Controlled by program Units: Unitless Deflection limitation for total load.Inputting 240 means that the limit is L/240.Inputting zero is special, since it means no check has to be made for this item. Field: NetRat Field is Imported: Yes Format: Controlled by program Units: Unitless Limitation for net deflection. Camber is subtracted from the total load deflection to get net deflection.Inputting 240 means that the limit is L/240.Inputting zero is special, since it means no check has to be made for this item. Table: Preferences - Steel Design - UBC97-ASD Field: DLRat Page 1152 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Preferences - Steel Design - UBC97-LRFD Field: THDesign Field is Imported: Yes Format: Controlled by program Units: Text This is either"Envelopes" or "Step-by-Step" indicating how time history results are considered in the design. Field: FrameType Field is Imported: Yes Format: Controlled by program Units: Text This is either"Moment Frame" or "Braced Frame". This item is used for ductility considerations in the design. Field: PatLLF Field is Imported: Yes Format: Controlled by program Units: Unitless The live load factor for automatic generation of load combinations involving pattern live loads and dead loads. ". Field: SRatioLimit Field is Imported: Yes Format: Controlled by program Units: Unitless The demand/capacity ratio limit to be used for acceptability. D/C ratios that are less than or equal to this value are considered acceptable. Field: MaxIter Field is Imported: Yes Format: Controlled by program Units: Unitless The maximum number of automatic iterations the program will perform while designing frame elements with auto select section lists. This is for future use. It is not currently active. Table: Preferences - Steel Design - UBC97-LRFD Field: THDesign Page 1153 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: SeisZone Field is Imported: Yes Format: Controlled by program Units: Text This is either"Zone 0", "Zone 1", "Zone 2", "Zone 3", or "Zone 4". This is related to seismic design. Field: ImpFactor Field is Imported: Yes Format: Controlled by program Units: Unitless This is related to seismic design. This is a function of Occupancy Category. See AISC 7-05 section 11.5.1 for details. Field: PhiB Field is Imported: Yes Format: Controlled by program Units: Unitless Strength reduction factor. Field: PhiC Field is Imported: Yes Format: Controlled by program Units: Unitless Strength reduction factor. Field: PhiT Field is Imported: Yes Format: Controlled by program Units: Unitless Strength reduction factor. Field: PhiV Field is Imported: Yes Format: Controlled by program Units: Unitless Strength reduction factor. Table: Preferences - Steel Design - UBC97-LRFD Field: SeisZone Page 1154 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: PhiCA Field is Imported: Yes Format: Controlled by program Units: Unitless Strength reduction factor. Field: CheckDefl Field is Imported: Yes Format: Controlled by program Units: Yes/No Toggle to consider whether deflection limitations should be considered in design.This is either"Yes" or "No". Field: DLRat Field is Imported: Yes Format: Controlled by program Units: Unitless Deflection limitation for dead load.Inputting 120 means that the limit is L/120.Inputting zero is special, since it means no check has to be made for this item. Field: SDLAndLLRat Field is Imported: Yes Format: Controlled by program Units: Unitless Deflection limitation for superimposed dead plus live load.Inputting 120 means that the limit is L/120.Inputting zero is special, since it means no check has to be made for this item. Field: LLRat Field is Imported: Yes Format: Controlled by program Units: Unitless Deflection limitation for superimposed live load.Inputting 360 means that the limit is L/360.Inputting zero is special, since it means no check has to be made for this item. Field: TotalRat Field is Imported: Yes Format: Controlled by program Units: Unitless Deflection limitation for total load.Inputting 240 means that the limit is L/240.Inputting zero is special, since it means no check has to be made for this item. Table: Preferences - Steel Design - UBC97-LRFD Field: PhiCA Page 1155 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: NetRat Field is Imported: Yes Format: Controlled by program Units: Unitless Limitation for net deflection. Camber is subtracted from the total load deflection to get net deflection.Inputting 240 means that the limit is L/240.Inputting zero is special, since it means no check has to be made for this item. Table: Program Control Field: ProgramName Field is Imported: Yes Format: Controlled by program Units: Text The program name. Field: Version Field is Imported: Yes Format: Controlled by program Units: Text The program version. Field: ProgLevel Field is Imported: No Format: Controlled by program Units: Text The program level. Field: LicenseNum Field is Imported: No Format: Controlled by program Units: Text The program license number. Field: LicenseOS Field is Imported: No Format: Controlled by program Units: Yes/No This item is Yes if the Offshore license is active. Otherwise it is No. Table: Program Control Field: NetRat Page 1156 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: LicenseSC Field is Imported: No Format: Controlled by program Units: Yes/No This item is Yes if the Staged Construction license is active. Otherwise it is No. Field: LicenseBR Field is Imported: No Format: Controlled by program Units: Yes/No This item is Yes if the Bridge Modeler license is active. Otherwise it is No. Field: LicenseHT Field is Imported: No Format: Controlled by program Units: Yes/No This item is Yes if the Heat Transfer license is active. Otherwise it is No. Field: CurrUnits Field is Imported: Yes Format: Controlled by program Units: Text The current units at the time the database tables are created. Possible values for this include: lb, in, F lb, ft, F Kip, in, F Kip, ft, F KN, mm, C KN, m, C Kgf, mm, C Kgf, m, C N, mm, C N, m, C Tonf, mm, C Tonf, m, C KN, cm, C Kgf, cm, C N, cm, C Tonf, cm, C For import the letters DEG can be substituted for the degree symbol if desired. . Table: Program Control Field: LicenseSC Page 1157 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: SteelCode Field is Imported: Yes Format: Controlled by program Units: Text The design code used for steel frame design. Field: ConcCode Field is Imported: Yes Format: Controlled by program Units: Text The design code used for concrete frame design. Field: AlumCode Field is Imported: Yes Format: Controlled by program Units: Text The design code used for aluminum frame design. Field: ColdCode Field is Imported: Yes Format: Controlled by program Units: Text The design code used for cold formed frame design. Field: BridgeCode Field is Imported: Yes Format: Controlled by program Units: Text The design code used for Bridge design. Field: RegenHinge Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the hinge properties are regenerated after database imports. Otherwise it is No. . Table: Program Control Field: SteelCode Page 1158 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: BSchedGUID Field is Imported: Yes Format: Controlled by program Units: Text The GUID for the bridge scheduler. Do not modify this item. Table: Project Information Field: Item Field is Imported: Yes Format: Controlled by program Units: Text The project information item. Field: Data Field is Imported: Yes Format: Controlled by program Units: Text The project information data for the associated item. Table: Pushover Parameters - ATC40 Field: ParamName Field is Imported: Yes Format: Controlled by program Units: Text The name of an ATC40 pushover parameter set. Field: PlotAxes Field is Imported: Yes Format: Controlled by program Units: Text This is either 'Sa-Sd', 'Sa-T' or 'Sd-T' indicating the axes used in the capacity spectrum plot. Table: Project Information Field: BSchedGUID Page 1159 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: DemandFrom Field is Imported: Yes Format: Controlled by program Units: Text This is either Function or ATC40 indicating how the demand response spectrum is obtained. Function means the demand response spectrum is a specified user-defined response spectrum function. ATC40 means the demand response spectrum is created from user specified Ca and Cv values as specified in ATC40. Field: Function Field is Imported: Yes Format: Controlled by program Units: Text The name of the response spectrum function used for the demand curves in a capacity spectrum plot. This item is only applicable when the DemandFrom item is Function. Field: FuncSF Field is Imported: Yes Format: Acceleration-Trans (Time-Related section of form) Units: Length/sec2 The scale factor by which the function values are multiplied. This item is only applicable when the DemandFrom item is Function. Field: Ca Field is Imported: Yes Format: Controlled by program Units: Unitless The Ca coefficient for demand curves in a capacity spectrum plot. This item is only applicable when the DemandFrom item is ATC40. Field: Cv Field is Imported: Yes Format: Controlled by program Units: Unitless The Cv coefficient for demand curves in a capacity spectrum plot. This item is only applicable when the DemandFrom item is ATC40. Field: AddDamp Field is Imported: Yes Format: Damping Ratios (Damping Items section of form) Units: Unitless The inherent and additional structural damping used in the capacity spectrum plot. Table: Pushover Parameters - ATC40 Field: DemandFrom Page 1160 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: StructType Field is Imported: Yes Format: Controlled by program Units: Text This is either A, B, C, or User indicating the structural type. Field: BetaZero1 Field is Imported: Yes Format: Controlled by program Units: Percent The BetaSubZero value for point 1 associated with the specified StructType item. Field: Kappa1 Field is Imported: Yes Format: Controlled by program Units: Unitless The Kappa value for point 1 associated with the specified StructType item. Field: BetaZero2 Field is Imported: Yes Format: Controlled by program Units: Percent The BetaSubZero value for point 2 associated with the specified StructType item. Field: Kappa2 Field is Imported: Yes Format: Controlled by program Units: Unitless The Kappa value for point 1 associated with the specified StructType item. Field: PlotCap Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the capacity curve is to be displayed on the capacity spectrum plot. Otherwise it is No. Table: Pushover Parameters - ATC40 Field: StructType Page 1161 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: PlotDemand Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the demand spectra for different damping levels are to be displayed on the capacity spectrum plot. Otherwise it is No. Field: PlotLocus Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the locus of possible performance points (single demand spectrum with variable damping) is to be displayed on the capacity spectrum plot. Otherwise it is No. Field: PlotPeriod Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the lines of constant period are to be displayed on the capacity spectrum plot. Otherwise it is No. Field: CapColor Field is Imported: Yes Format: Controlled by program Units: Text This is either a defined color or an integer representation of the color in which the capacity will be displayed. The possible defined colors are Black, Red, Orange, Yellow, Green, Cyan, Blue, Magenta, White, Dark Red, Dark Yellow, Dark Green, Dark Cyan, Dark Blue, Dark Magenta, Gray1, Gray2, Gray3, Gray4, Gray5, Gray6, Gray7 and Gray8. Gray1 is a light gray and Gray8 is a dark gray. Field: DemandColor Field is Imported: Yes Format: Controlled by program Units: Text This is either a defined color or an integer representation of the color in which the family of demand curves will be displayed. The possible defined colors are Black, Red, Orange, Yellow, Green, Cyan, Blue, Magenta, White, Dark Red, Dark Yellow, Dark Green, Dark Cyan, Dark Blue, Dark Magenta, Gray1, Gray2, Gray3, Gray4, Gray5, Gray6, Gray7 and Gray8. Gray1 is a light gray and Gray8 is a dark gray. Table: Pushover Parameters - ATC40 Field: PlotDemand Page 1162 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: LocusColor Field is Imported: Yes Format: Controlled by program Units: Text This is either a defined color or an integer representation of the color in which the locus of possible performance points (single demand curve with variable damping) will be displayed. The possible defined colors are Black, Red, Orange, Yellow, Green, Cyan, Blue, Magenta, White, Dark Red, Dark Yellow, Dark Green, Dark Cyan, Dark Blue, Dark Magenta, Gray1, Gray2, Gray3, Gray4, Gray5, Gray6, Gray7 and Gray8. Gray1 is a light gray and Gray8 is a dark gray. Field: PeriodColor Field is Imported: Yes Format: Controlled by program Units: Text This is either a defined color or an integer representation of the color in which the period lines will be displayed. The possible defined colors are Black, Red, Orange, Yellow, Green, Cyan, Blue, Magenta, White, Dark Red, Dark Yellow, Dark Green, Dark Cyan, Dark Blue, Dark Magenta, Gray1, Gray2, Gray3, Gray4, Gray5, Gray6, Gray7 and Gray8. Gray1 is a light gray and Gray8 is a dark gray. Field: Damp1 Field is Imported: Yes Format: Damping Ratios (Damping Items section of form) Units: Unitless The first of four user specified damping values for which demand spectra will be displayed on the capacity spectrum plot if the PlotDemand item is Yes. Field: Damp2 Field is Imported: Yes Format: Damping Ratios (Damping Items section of form) Units: Unitless The second of four user specified damping values for which demand spectra will be displayed on the capacity spectrum plot if the PlotDemand item is Yes. Table: Pushover Parameters - ATC40 Field: LocusColor Page 1163 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Damp3 Field is Imported: Yes Format: Damping Ratios (Damping Items section of form) Units: Unitless The third of four user specified damping values for which demand spectra will be displayed on the capacity spectrum plot if the PlotDemand item is Yes. Field: Damp4 Field is Imported: Yes Format: Damping Ratios (Damping Items section of form) Units: Unitless The fourth of four user specified damping values for which demand spectra will be displayed on the capacity spectrum plot if the PlotDemand item is Yes. Field: Period1 Field is Imported: Yes Format: Period (Time-Related section of form) Units: Sec The first of four user specified periods which will be displayed on the capacity spectrum plot if the PlotPeriod item is Yes. Field: Period2 Field is Imported: Yes Format: Period (Time-Related section of form) Units: Sec The second of four user specified periods which will be displayed on the capacity spectrum plot if the PlotPeriod item is Yes. Field: Period3 Field is Imported: Yes Format: Period (Time-Related section of form) Units: Sec The third of four user specified periods which will be displayed on the capacity spectrum plot if the PlotPeriod item is Yes. Field: Period4 Field is Imported: Yes Format: Period (Time-Related section of form) Units: Sec The fourth of four user specified periods which will be displayed on the capacity spectrum plot if the PlotPeriod item is Yes. Table: Pushover Parameters - ATC40 Field: Damp3 Page 1164 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Pushover Parameters - Axis Data Field: PlotType Field is Imported: Yes Format: Controlled by program Units: Text The type of pushover parameter set associated with the specified axis data. This is one of the following: Force-Displ, ATC40, FEMA356, FEMA440EL, FEMA440DM. Field: ParamName Field is Imported: Yes Format: Controlled by program Units: Text The name of a pushover parameter set of the type specified by the PlotType item. Field: DisplMin Field is Imported: Yes Format: Translational Displ (Displacements section of form) Units: Length The minimum displacement value displayed. Field: DisplMax Field is Imported: Yes Format: Translational Displ (Displacements section of form) Units: Length The maximum displacement value displayed. Field: ForceMin Field is Imported: Yes Format: Force (Forces section of form) Units: Force The minimum force value displayed. Table: Pushover Parameters - Axis Data Field: PlotType Page 1165 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ForceMax Field is Imported: Yes Format: Force (Forces section of form) Units: Force The maximum force value displayed. Field: SaMin Field is Imported: Yes Format: Controlled by program Units: Unitless The minimum spectral acceleration (g) value displayed. Field: SaMax Field is Imported: Yes Format: Controlled by program Units: Unitless The maximum spectral acceleration (g) value displayed. Field: PeriodMin Field is Imported: Yes Format: Period (Time-Related section of form) Units: Sec The minimum period value displayed. Field: PeriodMax Field is Imported: Yes Format: Period (Time-Related section of form) Units: Sec The maximum period value displayed. Field: HorizLabel Field is Imported: Yes Format: Controlled by program Units: Text The horizontal axis label. Field: VertLabel Field is Imported: Yes Format: Controlled by program Units: Text The vertical axis label. Table: Pushover Parameters - Axis Data Field: ForceMax Page 1166 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Note Field is Imported: Yes Format: Controlled by program Units: Text A short note that is displayed with printed graphical output. Table: Pushover Parameters - FEMA356 Field: ParamName Field is Imported: Yes Format: Controlled by program Units: Text The name of an FEMA356 pushover parameter set. Field: Beff Field is Imported: Yes Format: Damping Ratios (Damping Items section of form) Units: Unitless The effective viscous damping for the structure. Field: DemandFrom Field is Imported: Yes Format: Controlled by program Units: Text This is either Function or FEMA356 indicating how the demand response spectrum is obtained. Function means the demand response spectrum is a specified user-defined response spectrum function. FEMA356 means the demand response spectrum is created from user specified Ss, S1 and Site Class values as specified in section 1.6 of FEMA356. Field: Function Field is Imported: Yes Format: Controlled by program Units: Text The name of the response spectrum function used for the demand curves in a capacity spectrum plot. This item is only applicable when the DemandFrom item is Function. Table: Pushover Parameters - FEMA356 Field: Note Page 1167 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: FuncSF Field is Imported: Yes Format: Acceleration-Trans (Time-Related section of form) Units: Length/sec2 The scale factor by which the function values are multiplied. This item is only applicable when the DemandFrom item is Function. Field: FuncTs Field is Imported: Yes Format: Period (Time-Related section of form) Units: Sec This is the point where the response spectrum switches from constant acceleration to constant velocity. This item is only applicable when the DemandFrom item is Function. Field: Ss Field is Imported: Yes Format: Controlled by program Units: Unitless The Ss coefficient for demand curves in a capacity spectrum plot. This item is only applicable when the DemandFrom item is FEMA356. Field: S1 Field is Imported: Yes Format: Controlled by program Units: Unitless The S1 coefficient for demand curves in a capacity spectrum plot. This item is only applicable when the DemandFrom item is FEMA356. Field: SiteClass Field is Imported: Yes Format: Controlled by program Units: Text This is either A, B, C, D or E indicating the site class for demand curves in a capacity spectrum plot. This item is only applicable when the DemandFrom item is FEMA356. Field: UserC2 Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if a user specified value is used for the C2 coefficient in FEMA356 Equation 3-15. Otherwise it is No. Table: Pushover Parameters - FEMA356 Field: FuncSF Page 1168 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: UserC3 Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if a user specified value is used for the C3 coefficient in FEMA356 Equation 3-15. Otherwise it is No. Field: UserCm Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if a user specified value is used for the Cm coefficient in FEMA356 Equation 3-16. Otherwise it is No. Field: PlotCap Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the force-displacement curve is to be displayed. Otherwise it is No. Field: PlotBiLin Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the idealized bilinear force-displacement curve is to be displayed. Otherwise it is No. Field: CapColor Field is Imported: Yes Format: Controlled by program Units: Text This is either a defined color or an integer representation of the color in which the force-displacement will be displayed. The possible defined colors are Black, Red, Orange, Yellow, Green, Cyan, Blue, Magenta, White, Dark Red, Dark Yellow, Dark Green, Dark Cyan, Dark Blue, Dark Magenta, Gray1, Gray2, Gray3, Gray4, Gray5, Gray6, Gray7 and Gray8. Gray1 is a light gray and Gray8 is a dark gray. Table: Pushover Parameters - FEMA356 Field: UserC3 Page 1169 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: BiLinColor Field is Imported: Yes Format: Controlled by program Units: Text This is either a defined color or an integer representation of the color in which the idealized bilinear force-displacement will be displayed. The possible defined colors are Black, Red, Orange, Yellow, Green, Cyan, Blue, Magenta, White, Dark Red, Dark Yellow, Dark Green, Dark Cyan, Dark Blue, Dark Magenta, Gray1, Gray2, Gray3, Gray4, Gray5, Gray6, Gray7 and Gray8. Gray1 is a light gray and Gray8 is a dark gray. Table: Pushover Parameters - FEMA440 Displacement Modification Field: ParamName Field is Imported: Yes Format: Controlled by program Units: Text The name of an FEMA440 displacement modification pushover parameter set. Field: Beff Field is Imported: Yes Format: Damping Ratios (Damping Items section of form) Units: Unitless The effective viscous damping for the structure. Field: DemandFrom Field is Imported: Yes Format: Controlled by program Units: Text This is either Function or FEMA356 indicating how the demand response spectrum is obtained. Function means the demand response spectrum is a specified user-defined response spectrum function. FEMA356 means the demand response spectrum is created from user specified Ss, S1 and Site Class values as specified in section 1.6 of FEMA356. Field: Function Field is Imported: Yes Format: Controlled by program Units: Text The name of the response spectrum function used for the demand curves in a capacity spectrum plot. This item is only applicable when the DemandFrom item is Function. Table: Pushover Parameters - FEMA440 Displacement Modification Field: BiLinColor Page 1170 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: FuncSF Field is Imported: Yes Format: Acceleration-Trans (Time-Related section of form) Units: Length/sec2 The scale factor by which the function values are multiplied. This item is only applicable when the DemandFrom item is Function. Field: FuncTs Field is Imported: Yes Format: Period (Time-Related section of form) Units: Sec This is the point where the response spectrum switches from constant acceleration to constant velocity. This item is only applicable when the DemandFrom item is Function. Field: Ss Field is Imported: Yes Format: Controlled by program Units: Unitless The Ss coefficient for demand curves in a capacity spectrum plot. This item is only applicable when the DemandFrom item is FEMA356. Field: S1 Field is Imported: Yes Format: Controlled by program Units: Unitless The S1 coefficient for demand curves in a capacity spectrum plot. This item is only applicable when the DemandFrom item is FEMA356. Field: SiteClass Field is Imported: Yes Format: Controlled by program Units: Text This is either A, B, C, D or E indicating the site class for demand curves in a capacity spectrum plot. This item is only applicable when the DemandFrom item is FEMA356. Field: IncludeSSI Field is Imported: No Format: Controlled by program Units: Yes/No This item is Yes if soil structure interaction is included when calculating the demand. Otherwise it is No. Table: Pushover Parameters - FEMA440 Displacement Modification Field: FuncSF Page 1171 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: UserC2 Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if a user specified value is used for the C2 coefficient (see FEMA440 Equation 5-2). Otherwise it is No. Field: UserCm Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if a user specified value is used for the Cm coefficient in FEMA356 Equation 3-16. Otherwise it is No. Field: PlotCap Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the force-displacement curve is to be displayed. Otherwise it is No. Field: PlotBiLin Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the idealized bilinear force-displacement curve is to be displayed. Otherwise it is No. Field: CapColor Field is Imported: Yes Format: Controlled by program Units: Text This is either a defined color or an integer representation of the color in which the force-displacement will be displayed. The possible defined colors are Black, Red, Orange, Yellow, Green, Cyan, Blue, Magenta, White, Dark Red, Dark Yellow, Dark Green, Dark Cyan, Dark Blue, Dark Magenta, Gray1, Gray2, Gray3, Gray4, Gray5, Gray6, Gray7 and Gray8. Gray1 is a light gray and Gray8 is a dark gray. Table: Pushover Parameters - FEMA440 Displacement Modification Field: UserC2 Page 1172 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: BiLinColor Field is Imported: Yes Format: Controlled by program Units: Text This is either a defined color or an integer representation of the color in which the idealized bilinear force-displacement will be displayed. The possible defined colors are Black, Red, Orange, Yellow, Green, Cyan, Blue, Magenta, White, Dark Red, Dark Yellow, Dark Green, Dark Cyan, Dark Blue, Dark Magenta, Gray1, Gray2, Gray3, Gray4, Gray5, Gray6, Gray7 and Gray8. Gray1 is a light gray and Gray8 is a dark gray. Table: Pushover Parameters - FEMA440 Equivalent Linearization Field: ParamName Field is Imported: Yes Format: Controlled by program Units: Text The name of an FEMA440 Equivalent Linearization pushover parameter set. Field: PlotAxes Field is Imported: Yes Format: Controlled by program Units: Text This is either 'Sa-Sd', 'Sa-T' or 'Sd-T' indicating the axes used in the capacity spectrum plot. Field: DemandFrom Field is Imported: Yes Format: Controlled by program Units: Text This is either Function or ATC40 indicating how the demand response spectrum is obtained. Function means the demand response spectrum is a specified user-defined response spectrum function. ATC40 means the demand response spectrum is created from user specified Ca and Cv values as specified in ATC40. Field: Function Field is Imported: Yes Format: Controlled by program Units: Text The name of the response spectrum function used for the demand curves in a capacity spectrum plot. This item is only applicable when the DemandFrom item is Function. Table: Pushover Parameters - FEMA440 Equivalent Linearization Field: BiLinColor Page 1173 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: FuncSF Field is Imported: Yes Format: Acceleration-Trans (Time-Related section of form) Units: Length/sec2 The scale factor by which the function values are multiplied. This item is only applicable when the DemandFrom item is Function. Field: Ca Field is Imported: Yes Format: Controlled by program Units: Unitless The Ca coefficient for demand curves in a capacity spectrum plot. This item is only applicable when the DemandFrom item is ATC40. Field: Cv Field is Imported: Yes Format: Controlled by program Units: Unitless The Cv coefficient for demand curves in a capacity spectrum plot. This item is only applicable when the DemandFrom item is ATC40. Field: IncludeSSI Field is Imported: No Format: Controlled by program Units: Yes/No This item is Yes if soil structure interaction is included when calculating the demand. Otherwise it is No. Field: AddDamp Field is Imported: Yes Format: Damping Ratios (Damping Items section of form) Units: Unitless The inherent and additional structural damping used in the capacity spectrum plot. Field: UserBeff Field is Imported: Yes Format: Controlled by program Units: Yes/No If this item is Yes then Beff is calculated using FEMA440 Equations 6-1, 6-2 and 6-3 together with user specified values of the coefficients A, B, C, D, E and F. If this item is No then Beff is calculated using FEMA440 Equations 6-4, 6-5 and 6-6. Table: Pushover Parameters - FEMA440 Equivalent Linearization Field: FuncSF Page 1174 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: A Field is Imported: Yes Format: Controlled by program Units: Unitless The coefficient A used in FEMA440 Equations 6-1, 6-2 and 6-3 to calculate Beff. This item is only applicable when the UserBeff item is Yes. Field: B Field is Imported: Yes Format: Controlled by program Units: Unitless The coefficient B used in FEMA440 Equations 6-1, 6-2 and 6-3 to calculate Beff. This item is only applicable when the UserBeff item is Yes. Field: C Field is Imported: Yes Format: Controlled by program Units: Unitless The coefficient C used in FEMA440 Equations 6-1, 6-2 and 6-3 to calculate Beff. This item is only applicable when the UserBeff item is Yes. Field: D Field is Imported: Yes Format: Controlled by program Units: Unitless The coefficient D used in FEMA440 Equations 6-1, 6-2 and 6-3 to calculate Beff. This item is only applicable when the UserBeff item is Yes. Field: E Field is Imported: Yes Format: Controlled by program Units: Unitless The coefficient E used in FEMA440 Equations 6-1, 6-2 and 6-3 to calculate Beff. This item is only applicable when the UserBeff item is Yes. Field: F Field is Imported: Yes Format: Controlled by program Units: Unitless The coefficient F used in FEMA440 Equations 6-1, 6-2 and 6-3 to calculate Beff. This item is only applicable when the UserBeff item is Yes. Table: Pushover Parameters - FEMA440 Equivalent Linearization Field: A Page 1175 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: UserTeff Field is Imported: Yes Format: Controlled by program Units: Yes/No If this item is Yes then Teff is calculated using FEMA440 Equations 6-7, 6-8 and 6-9 together with user specified values of the coefficients G, H, I, J, K and L. If this item is No then Teff is calculated using FEMA440 Equations 6-10, 6-11 and 6-12. Field: G Field is Imported: Yes Format: Controlled by program Units: Unitless The coefficient G used in FEMA440 Equations 6-7, 6-8 and 6-9 to calculate Teff. This item is only applicable when the UserTeff item is Yes. Field: H Field is Imported: Yes Format: Controlled by program Units: Unitless The coefficient H used in FEMA440 Equations 6-7, 6-8 and 6-9 to calculate Teff. This item is only applicable when the UserTeff item is Yes. Field: I Field is Imported: Yes Format: Controlled by program Units: Unitless The coefficient I used in FEMA440 Equations 6-7, 6-8 and 6-9 to calculate Teff. This item is only applicable when the UserTeff item is Yes. Field: J Field is Imported: Yes Format: Controlled by program Units: Unitless The coefficient J used in FEMA440 Equations 6-7, 6-8 and 6-9 to calculate Teff. This item is only applicable when the UserTeff item is Yes. Field: K Field is Imported: Yes Format: Controlled by program Units: Unitless The coefficient K used in FEMA440 Equations 6-7, 6-8 and 6-9 to calculate Teff. This item is only applicable when the UserTeff item is Yes. Table: Pushover Parameters - FEMA440 Equivalent Linearization Field: UserTeff Page 1176 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: L Field is Imported: Yes Format: Controlled by program Units: Unitless The coefficient L used in FEMA440 Equations 6-7, 6-8 and 6-9 to calculate Teff. This item is only applicable when the UserTeff item is Yes. Field: PlotCap Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the capacity curve is to be displayed on the capacity spectrum plot. Otherwise it is No. Field: PlotDemand Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the demand spectra for different damping levels are to be displayed on the capacity spectrum plot. Otherwise it is No. Field: PlotLocus Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the locus of possible performance points is to be displayed on the capacity spectrum plot. Otherwise it is No. Field: PlotPeriod Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the lines of constant period are to be displayed on the capacity spectrum plot. Otherwise it is No. Field: CapColor Field is Imported: Yes Format: Controlled by program Units: Text This is either a defined color or an integer representation of the color in which the capacity will be displayed. Table: Pushover Parameters - FEMA440 Equivalent Linearization Field: L Page 1177 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation The possible defined colors are Black, Red, Orange, Yellow, Green, Cyan, Blue, Magenta, White, Dark Red, Dark Yellow, Dark Green, Dark Cyan, Dark Blue, Dark Magenta, Gray1, Gray2, Gray3, Gray4, Gray5, Gray6, Gray7 and Gray8. Gray1 is a light gray and Gray8 is a dark gray. Field: DemandColor Field is Imported: Yes Format: Controlled by program Units: Text This is either a defined color or an integer representation of the color in which the family of demand curves will be displayed. The possible defined colors are Black, Red, Orange, Yellow, Green, Cyan, Blue, Magenta, White, Dark Red, Dark Yellow, Dark Green, Dark Cyan, Dark Blue, Dark Magenta, Gray1, Gray2, Gray3, Gray4, Gray5, Gray6, Gray7 and Gray8. Gray1 is a light gray and Gray8 is a dark gray. Field: LocusColor Field is Imported: Yes Format: Controlled by program Units: Text This is either a defined color or an integer representation of the color in which the locus of possible performance points will be displayed. The possible defined colors are Black, Red, Orange, Yellow, Green, Cyan, Blue, Magenta, White, Dark Red, Dark Yellow, Dark Green, Dark Cyan, Dark Blue, Dark Magenta, Gray1, Gray2, Gray3, Gray4, Gray5, Gray6, Gray7 and Gray8. Gray1 is a light gray and Gray8 is a dark gray. Field: PeriodColor Field is Imported: Yes Format: Controlled by program Units: Text This is either a defined color or an integer representation of the color in which the period lines will be displayed. The possible defined colors are Black, Red, Orange, Yellow, Green, Cyan, Blue, Magenta, White, Dark Red, Dark Yellow, Dark Green, Dark Cyan, Dark Blue, Dark Magenta, Gray1, Gray2, Gray3, Gray4, Gray5, Gray6, Gray7 and Gray8. Gray1 is a light gray and Gray8 is a dark gray. Table: Pushover Parameters - FEMA440 Equivalent Linearization Field: DemandColor Page 1178 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: DuctRatio1 Field is Imported: Yes Format: Controlled by program Units: Unitless The first of four user specified ductility ratios for which demand spectra will be displayed on the capacity spectrum plot if the PlotDemand item is Yes. Field: DuctRatio2 Field is Imported: Yes Format: Controlled by program Units: Unitless The second of four user specified ductility ratios for which demand spectra will be displayed on the capacity spectrum plot if the PlotDemand item is Yes. Field: DuctRatio3 Field is Imported: Yes Format: Controlled by program Units: Unitless The third of four user specified ductility ratios for which demand spectra will be displayed on the capacity spectrum plot if the PlotDemand item is Yes. Field: DuctRatio4 Field is Imported: Yes Format: Controlled by program Units: Unitless The fourth of four user specified ductility ratios for which demand spectra will be displayed on the capacity spectrum plot if the PlotDemand item is Yes. Field: Period1 Field is Imported: Yes Format: Period (Time-Related section of form) Units: Sec The first of four user specified periods which will be displayed on the capacity spectrum plot if the PlotPeriod item is Yes. Field: Period2 Field is Imported: Yes Format: Period (Time-Related section of form) Units: Sec The second of four user specified periods which will be displayed on the capacity spectrum plot if the PlotPeriod item is Yes. Table: Pushover Parameters - FEMA440 Equivalent Linearization Field: DuctRatio1 Page 1179 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Period3 Field is Imported: Yes Format: Period (Time-Related section of form) Units: Sec The third of four user specified periods which will be displayed on the capacity spectrum plot if the PlotPeriod item is Yes. Field: Period4 Field is Imported: Yes Format: Period (Time-Related section of form) Units: Sec The fourth of four user specified periods which will be displayed on the capacity spectrum plot if the PlotPeriod item is Yes. Table: Pushover Parameters - FEMA440 Soil Structure Interaction Field: PlotType Field is Imported: Yes Format: Controlled by program Units: Text The type of pushover parameter set associated with the specified axis data. This is one of the following: FEMA440EL FEMA440DM. Field: ParamName Field is Imported: Yes Format: Controlled by program Units: Text The name of a pushover parameter set of the type specified by the PlotType item. Field: KinEffects Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if kinematic effects are to be included in the soil structure interaction calculations. Otherwise it is No. Table: Pushover Parameters - FEMA440 Soil Structure Interaction Field: Period3 Page 1180 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: EffSize Field is Imported: Yes Format: Absolute Distance (Structure Dimensions section of form) Units: Length The effective foundation size specified as be in FEMA440 Section 8.2. Field: Embedment Field is Imported: Yes Format: Absolute Distance (Structure Dimensions section of form) Units: Length The foundation embedment specified as e in FEMA440 Section 8.2. Field: SWaveVel Field is Imported: Yes Format: Velocity-Trans (Time-Related section of form) Units: Length/sec The shear wave velocity for the site soil conditions specified as vs in FEMA440 Section 8.2. Field: SWaveFact Field is Imported: Yes Format: Controlled by program Units: Unitless The shear wave velocity reduction factor specified as n in FEMA440 Section 8.2. Field: FndDamp Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if foundation damping is to be included in the soil structure interaction calculations. Otherwise it is No. Field: BetaZero Field is Imported: Yes Format: Damping Ratios (Damping Items section of form) Units: Unitless The flexible-base damping ratio calculated in FEMA440 Equation 8-10. Table: Pushover Parameters - FEMA440 Soil Structure Interaction Field: EffSize Page 1181 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Pushover Parameters - Force Displacement Field: ParamName Field is Imported: Yes Format: Controlled by program Units: Text The name of a base shear versus monitiored displacement pushover parameter set. Field: CapColor Field is Imported: Yes Format: Controlled by program Units: Text This is either a defined color or an integer representation of the color used for the plotted capacity curve. The possible defined colors are Black, Red, Orange, Yellow, Green, Cyan, Blue, Magenta, White, Dark Red, Dark Yellow, Dark Green, Dark Cyan, Dark Blue, Dark Magenta, Gray1, Gray2, Gray3, Gray4, Gray5, Gray6, Gray7 and Gray8. Gray1 is a light gray and Gray8 is a dark gray. Table: Rebar Sizes Field: RebarID Field is Imported: Yes Format: Controlled by program Units: Text ID (name) of reinforcing bar. Field: Area Field is Imported: Yes Format: Rebar Area (Section Dimensions section of form) Units: Length2 Area of specified reinforcing bar. Field: Diameter Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length Diameter of specified reinforcing bar. Table: Pushover Parameters - Force Displacement Field: ParamName Page 1182 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: SD Stress-Strain 01 - Rebar Park Field: RebarID Field is Imported: Yes Format: Controlled by program Units: Text ID (name) of reinforcing bar. Field: Area Field is Imported: Yes Format: Rebar Area (Section Dimensions section of form) Units: Length2 Area of specified reinforcing bar. Field: Diameter Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length Diameter of specified reinforcing bar. Table: SD Stress-Strain 02 - Rebar Simple Field: RebarID Field is Imported: Yes Format: Controlled by program Units: Text ID (name) of reinforcing bar. Field: Area Field is Imported: Yes Format: Rebar Area (Section Dimensions section of form) Units: Length2 Area of specified reinforcing bar. Field: Diameter Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length Diameter of specified reinforcing bar. Table: SD Stress-Strain 01 - Rebar Park Field: RebarID Page 1183 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: SD Stress-Strain 03 - Structural Steel Field: RebarID Field is Imported: Yes Format: Controlled by program Units: Text ID (name) of reinforcing bar. Field: Area Field is Imported: Yes Format: Rebar Area (Section Dimensions section of form) Units: Length2 Area of specified reinforcing bar. Field: Diameter Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length Diameter of specified reinforcing bar. Table: SD Stress-Strain 04 - Concrete Simple Field: RebarID Field is Imported: Yes Format: Controlled by program Units: Text ID (name) of reinforcing bar. Field: Area Field is Imported: Yes Format: Rebar Area (Section Dimensions section of form) Units: Length2 Area of specified reinforcing bar. Field: Diameter Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length Diameter of specified reinforcing bar. Table: SD Stress-Strain 03 - Structural Steel Field: RebarID Page 1184 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: SD Stress-Strain 05 - Concrete Mander Unconfined Field: RebarID Field is Imported: Yes Format: Controlled by program Units: Text ID (name) of reinforcing bar. Field: Area Field is Imported: Yes Format: Rebar Area (Section Dimensions section of form) Units: Length2 Area of specified reinforcing bar. Field: Diameter Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length Diameter of specified reinforcing bar. Table: SD Stress-Strain 06 - Concrete Mander Confined Circle Field: SectionName Field is Imported: Yes Format: Controlled by program Units: Text The name of a Section Designer section that has been defined in the Frame Section Properties 01 - General table. Field: ShapeName Field is Imported: Yes Format: Controlled by program Units: Text The shape name. Field: NumLBar Field is Imported: Yes Format: Controlled by program Units: Unitless The number of longitudinal rebars. Table: SD Stress-Strain 05 - Concrete Mander Unconfined Field: RebarID Page 1185 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: LBarSize Field is Imported: Yes Format: Controlled by program Units: Text This is either User Area or a rebar size for the longitudinal steel. User Area means that a rebar area is specified instead of a rebar size. Field: LBarArea Field is Imported: Yes Format: Area (Section Dimensions section of form) Units: Length2 The area of a longitudinal rebar. This item only applies when the LBarSize item is User Area. Field: CnfType Field is Imported: Yes Format: Controlled by program Units: Text This is either Hoop or Spiral indicating confinement type. Field: CnfDiam Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The diameter of the confinement hoops or spirals. Field: CnfLSpcg Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The longitudinal spacing (CL to CL of rebar) of the confinement rebar. Field: CnfBarSize Field is Imported: Yes Format: Controlled by program Units: Text This is either User Area or a rebar size for the confinement steel. User Area means that a rebar area is specified instead of a rebar size. Table: SD Stress-Strain 06 - Concrete Mander Confined Circle Field: LBarSize Page 1186 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: CnfBarArea Field is Imported: Yes Format: Area (Section Dimensions section of form) Units: Length2 The area of a confinement rebar. This item only applies when the CnfBarSize item is User Area. Field: CnfBarMat Field is Imported: Yes Format: Controlled by program Units: Text The material for the confinement rebar. Field: CnfEcuLim Field is Imported: Yes Format: Controlled by program Units: Unitless The maximum limit for the ultimate confined concrete strain capacity. Field: Part Field is Imported: Yes Format: Controlled by program Units: Text This is either Core, Outer or Other indicating to which concrete the stress-strain curve applies. This item only applies to Caltrans shapes. Table: SD Stress-Strain 07 - Concrete Mander Confined Rectangle Field: SectionName Field is Imported: Yes Format: Controlled by program Units: Text The name of a Section Designer section that has been defined in the Frame Section Properties 01 - General table. Field: ShapeName Field is Imported: Yes Format: Controlled by program Units: Text The shape name. Table: SD Stress-Strain 07 - Concrete Mander Confined Rectangle Field: CnfBarArea Page 1187 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: NumLBar Field is Imported: Yes Format: Controlled by program Units: Unitless The number of longitudinal rebars. Field: LBarSize Field is Imported: Yes Format: Controlled by program Units: Text This is either User Area or a rebar size for the longitudinal steel. User Area means that a rebar area is specified instead of a rebar size. Field: LBarArea Field is Imported: Yes Format: Area (Section Dimensions section of form) Units: Length2 The area of a longitudinal rebar. This item only applies when the LBarSize item is User Area. Field: CnfXDim Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The dimension of the rectangular confinement rebar cage (CL to CL of rebar) measured along one of its edges designated as Edge X. Edge X is adjacent to Edge Y. Field: nCnfXBar Field is Imported: Yes Format: Controlled by program Units: Unitless The number of perimeter hoop legs along Edge X of the confinement rebar cage. Field: CnfYDim Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The dimension of the rectangular confinement rebar cage (CL to CL of rebar) measured along one of its edges designated as Edge Y. Edge Y is adjacent to Edge X. Table: SD Stress-Strain 07 - Concrete Mander Confined Rectangle Field: NumLBar Page 1188 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: nCnfYBar Field is Imported: Yes Format: Controlled by program Units: Unitless The number of perimeter hoop legs along Edge Y of the confinement rebar cage. Field: CnfBarSize Field is Imported: Yes Format: Controlled by program Units: Text This is either User Area or a rebar size for the perimeter hoop legs along Edge X and Y of the confinement rebar cage. User Area means that a rebar area is specified instead of a rebar size. Field: CnfBarArea Field is Imported: Yes Format: Area (Section Dimensions section of form) Units: Length2 The area of a confinement rebar for the perimeter hoop legs along Edge X and Y of the confinement rebar cage. This item only applies when the CnfYBarSize item is User Area. Field: CnfLSpcg Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The longitudinal spacing (CL to CL of rebar) of the confinement rebar. Field: CnfBarMat Field is Imported: Yes Format: Controlled by program Units: Text The material for the confinement rebar. Field: CnfEcuLim Field is Imported: Yes Format: Controlled by program Units: Unitless The maximum limit for the ultimate confined concrete strain capacity. Table: SD Stress-Strain 07 - Concrete Mander Confined Rectangle Field: nCnfYBar Page 1189 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Part Field is Imported: Yes Format: Controlled by program Units: Text This is either Core, Outer or Other indicating to which concrete the stress-strain curve applies. This item only applies to Caltrans shapes. Table: Section Cuts 1 - General Field: CutName Field is Imported: Yes Format: Controlled by program Units: Text Name of the section cut. Field: DefinedBy Field is Imported: Yes Format: Controlled by program Units: Text This is either Group or Quad indicating how the section cut is defined. Field: Group Field is Imported: Yes Format: Controlled by program Units: Text If the section cut is defined by a group then this is the name of the group that defines the section cut. If the section cut is defined by one or more quadrilaterals then all elements that are fully cut by the quadrilaterals and have their associated objects included in the specified group are considered to be part of the section cut. Field: ResultType Field is Imported: Yes Format: Controlled by program Units: Text This is either Analysis or Design indicating the type of output desired. The sign convention used is different for analysis and design results. Table: Section Cuts 1 - General Field: Part Page 1190 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: DefaultLoc Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the section cut forces are reported at the program default location. It is No if the forces are reported at a user-specified location. The default location is at the average coordinates of all of the joints included in the group that is used to define the section cut. Field: GlobalX Field is Imported: Yes Format: Coordinates (Structure Dimensions section of form) Units: Length The global X-coordinate of the point where the section cut forces are reported. Field: GlobalY Field is Imported: Yes Format: Coordinates (Structure Dimensions section of form) Units: Length The global Y-coordinate of the point where the section cut forces are reported. Field: GlobalZ Field is Imported: Yes Format: Coordinates (Structure Dimensions section of form) Units: Length The global Z-coordinate of the point where the section cut forces are reported. Field: AngleA Field is Imported: Yes Format: Angles (Structure Dimensions section of form) Units: Degrees AngleA, AngleB and AngleC define the rotation of the section cut local coordinate system relative to the coordinate system determined from the reference vectors. In the case where the default reference vectors are used, the angles define the orientation of the section cut local coordinate system with respect to the global axes. The orientation of the section cut local coordinate system is obtained according to the following procedure: (1) The local system is first rotated about its +3 axis by AngleA. (2) The local system is next rotated about its resulting +2 axis by AngleB. (3) The local system is lastly rotated about its resulting +1 axis by AngleC. Note that the order in which these rotations are performed is important. This item is only applicable when the ResultType is Analysis. Table: Section Cuts 1 - General Field: DefaultLoc Page 1191 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: AngleB Field is Imported: Yes Format: Angles (Structure Dimensions section of form) Units: Degrees AngleA, AngleB and AngleC define the rotation of the section cut local coordinate system relative to the coordinate system determined from the reference vectors. In the case where the default reference vectors are used, the angles define the orientation of the section cut local coordinate system with respect to the global axes. The orientation of the section cut local coordinate system is obtained according to the following procedure: (1) The local system is first rotated about its +3 axis by AngleA. (2) The local system is next rotated about its resulting +2 axis by AngleB. (3) The local system is lastly rotated about its resulting +1 axis by AngleC. Note that the order in which these rotations are performed is important. This item is only applicable when the ResultType is Analysis. Field: AngleC Field is Imported: Yes Format: Angles (Structure Dimensions section of form) Units: Degrees AngleA, AngleB and AngleC define the rotation of the section cut local coordinate system relative to the coordinate system determined from the reference vectors. In the case where the default reference vectors are used, the angles define the orientation of the section cut local coordinate system with respect to the global axes. The orientation of the section cut local coordinate system is obtained according to the following procedure: (1) The local system is first rotated about its +3 axis by AngleA. (2) The local system is next rotated about its resulting +2 axis by AngleB. (3) The local system is lastly rotated about its resulting +1 axis by AngleC. Note that the order in which these rotations are performed is important. This item is only applicable when the ResultType is Analysis. Field: AdvanceAxes Field is Imported: No Format: Controlled by program Units: Yes/No This item is Yes if an advanced method is used to define the local axes reference vectors for the section cut. Otherwise it is No meaning that the default reference vectors are used. This item is only applicable when the ResultType is Analysis. Table: Section Cuts 1 - General Field: AngleB Page 1192 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: DesignType Field is Imported: Yes Format: Controlled by program Units: Text This is either Wall, Spandrel or Slab indicating how the section cut local axes are oriented. This item is only applicable when the ResultType is Design. For walls the local 1 axis is parallel to global Z and the local 2 and 3 axes lie in a global XY plane. For spandrels and slabs the local 2 axis is parallel to global Z and the local 1 and 3 axes lie in a global XY plane. Field: DesignAngle Field is Imported: Yes Format: Angles (Structure Dimensions section of form) Units: Degrees The angle defining the local axes orientation. This item is only applicable when the ResultType is Design. For walls this is the angle from the global X axis to the local 2 axis. For spandrels and slabs this is the angle from the global X axis to the local 1 axis. Field: ElemSide Field is Imported: Yes Format: Controlled by program Units: Text This is either Positive or Negative indicating the side of the specified elements on which the section cut results are reported. Positive refers to the Top (for Design-Wall), Right (for Design-Spandrel and Design-Slab) or Positive 3 (for Analysis) side of the quadrilaterals. Negative refers to the Bottom (for Design-Wall), Left (for Design-Spandrel and Design-Slab) or Negative 3 (for Analysis) side of the quadrilaterals. This item does not apply when the DefinedBy item is Group and the ResultType item is Analysis. Field: NumQuads Field is Imported: No Format: Controlled by program Units: Unitless The number of quadrilaterals used to define the section cut. This item is only applicable when the DefinedBy item is Quad. Table: Section Cuts 1 - General Field: DesignType Page 1193 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Section Cuts 2 - Advanced Local Axes Field: SectionCut Field is Imported: Yes Format: Controlled by program Units: Text Name of the section cut. Field: LocalPlane Field is Imported: Yes Format: Controlled by program Units: Text This item indicates the local plane that is to be determined by the plane reference vector. It is either 12, 13, 21, 23, 31, or 32. Field: AxOption1 Field is Imported: Yes Format: Controlled by program Units: Text This is either Coord Dir, Two Joints or User Vector indicating the first method used to determine the axial reference vector. Field: AxCoordSys Field is Imported: Yes Format: Controlled by program Units: Text The coordinate system used to define the axial reference vector coordinate direction and the axial user vector. Field: AxCoordDir Field is Imported: Yes Format: Controlled by program Units: Text Axial coordinate direction taken at the output point in the specified coordinate system and used to define the axis reference vector. It may be one of +X, +Y, +Z, +CR, +CA, +CZ, +SB, +SA, +SR, -X, -Y, -Z, -CR, -CA, -CZ, -SB, -SA, -SR. Table: Section Cuts 2 - Advanced Local Axes Field: SectionCut Page 1194 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: AxVecJt1 Field is Imported: Yes Format: Controlled by program Units: Text AxVecJt1 and AxVecJt2 are the labels of two joints that define the axis reference vector. If one of these items is reported as None then it means the specified section cut output location. If both of these items are reported as None then this option is not used to define the axis reference vector. Field: AxVecJt2 Field is Imported: Yes Format: Controlled by program Units: Text AxVecJt1 and AxVecJt2 are the labels of two joints that define the axis reference vector. If one of these items is reported as None then it means the specified section cut output location. If both of these items are reported as None then this option is not used to define the axis reference vector. Field: PlOption1 Field is Imported: Yes Format: Controlled by program Units: Text This is either Coord Dir, Two Joints or User Vector indicating the first method used to determine the plane reference vector. Field: PlCoordSys Field is Imported: Yes Format: Controlled by program Units: Text The coordinate system used to define the plane reference vector coordinate directions and the plane user vector. Field: CoordDir1 Field is Imported: Yes Format: Controlled by program Units: Text The primary coordinate direction taken at the specified section cut output location in the specified coordinate system. It is used to determine the plane reference vector. It may be one of +X, +Y, +Z, +CR, +CA, +CZ, +SB, +SA, +SR, -X, -Y, -Z, -CR, -CA, -CZ, -SB, -SA, -SR. Table: Section Cuts 2 - Advanced Local Axes Field: AxVecJt1 Page 1195 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: CoordDir2 Field is Imported: Yes Format: Controlled by program Units: Text The secondary coordinate direction taken at the specified section cut output location in the specified coordinate system. It is used to determine the plane reference vector. It may be one of +X, +Y, +Z, +CR, +CA, +CZ, +SB, +SA, +SR, -X, -Y, -Z, -CR, -CA, -CZ, -SB, -SA, -SR. Field: PlVecJt1 Field is Imported: Yes Format: Controlled by program Units: Text PlVecJt1 and PlVecJt2 are the labels of two joints that define the plane reference vector. Either of these items may be specified as None to indicate the specified section cut output location. If both PlVecJt1 and PlVecJt2 are specified as None then they are not used to define the plane reference vector. Field: PlVecJt2 Field is Imported: Yes Format: Controlled by program Units: Text PlVecJt1 and PlVecJt2 are the labels of two joints that define the plane reference vector. Either of these items may be specified as None to indicate the specified section cut output location. If both PlVecJt1 and PlVecJt2 are specified as None then they are not used to define the plane reference vector. Field: AxVecX Field is Imported: Yes Format: Controlled by program Units: Unitless The X direction component of the axis reference vector in the coordinate system defined by the CoordSys item. Field: AxVecY Field is Imported: Yes Format: Controlled by program Units: Unitless The Y direction component of the axis reference vector in the coordinate system defined by the CoordSys item. Table: Section Cuts 2 - Advanced Local Axes Field: CoordDir2 Page 1196 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: AxVecZ Field is Imported: Yes Format: Controlled by program Units: Unitless The Z direction component of the axis reference vector in the coordinate system defined by the CoordSys item. Field: PlVecX Field is Imported: Yes Format: Controlled by program Units: Unitless The X direction component of the plane reference vector in the coordinate system defined by the CoordSys item. Field: PlVecY Field is Imported: Yes Format: Controlled by program Units: Unitless The Y direction component of the plane reference vector in the coordinate system defined by the CoordSys item. Field: PlVecZ Field is Imported: Yes Format: Controlled by program Units: Unitless The Z direction component of the plane reference vector in the coordinate system defined by the CoordSys item. Table: Section Cuts 3 - Quadrilateral Definitions Field: SectionCut Field is Imported: Yes Format: Controlled by program Units: Text Name of the section cut. Field: QuadNum Field is Imported: No Format: Controlled by program Units: Unitless The number of the quadrilateral. Table: Section Cuts 3 - Quadrilateral Definitions Field: AxVecZ Page 1197 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: PointNum Field is Imported: No Format: Controlled by program Units: Unitless The point number of the specified point in the quadrilateral. Field: X Field is Imported: Yes Format: Coordinates (Structure Dimensions section of form) Units: Length The global X coordinate of the specified point. Field: Y Field is Imported: Yes Format: Coordinates (Structure Dimensions section of form) Units: Length The global Y coordinate of the specified point. Field: Z Field is Imported: Yes Format: Coordinates (Structure Dimensions section of form) Units: Length The global Z coordinate of the specified point. Table: Section Designer Properties 01 - General Field: SectionName Field is Imported: Yes Format: Controlled by program Units: Text The name of a Section Designer section that has been defined in the Frame Section Properties 01 - General table. Field: DesignType Field is Imported: Yes Format: Controlled by program Units: Text This is either No Check/Design, General Steel or Concrete Column indicating the type of design for the section. Table: Section Designer Properties 01 - General Field: PointNum Page 1198 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation The General Steel design type only applies to sections with a steel base material. The Concrete Column design type only applies to sections with a concrete base material. Field: DsgnOrChck Field is Imported: Yes Format: Controlled by program Units: Text This item only applies to sections whose DesignType is Concrete Column. For Concrete Column DesignTypes this item is either Design or Check indicating whether the specified section is to be designed or checked. For other DesignTypes this item is N/A. Field: BaseMat Field is Imported: No Format: Controlled by program Units: Text The base material of the section designer section. Note that each of the shapes that make up the section may have a specified material that is different from the base material. The section properties of the section are calculated and reported based on an equivalent area of the base material. This material is also reported in the Frame Section Properties 01 - General table. For import the base material is read from the Frame Section Properties 01 - General table only. Field: nTotalShp Field is Imported: No Format: Controlled by program Units: Unitless The total number of shapes that make up the section. Field: nIWideFlng Field is Imported: No Format: Controlled by program Units: Unitless The number of I/Wide Flange shapes in the section designer section. Field: nChannel Field is Imported: No Format: Controlled by program Units: Unitless The number of Channel shapes in the section designer section. Table: Section Designer Properties 01 - General Field: DsgnOrChck Page 1199 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: nTee Field is Imported: No Format: Controlled by program Units: Unitless The number of Tee shapes in the section designer section. Field: nAngle Field is Imported: No Format: Controlled by program Units: Unitless The number of Angle shapes in the section designer section. Field: nDblAngle Field is Imported: No Format: Controlled by program Units: Unitless The number of Double shapes in the section designer section. Field: nBoxTube Field is Imported: No Format: Controlled by program Units: Unitless The number of Box/Tube shapes in the section designer section. Field: nPipe Field is Imported: No Format: Controlled by program Units: Unitless The number of Pipe shapes in the section designer section. Field: nPlate Field is Imported: No Format: Controlled by program Units: Unitless The number of Plate shapes in the section designer section. Field: nSolidRect Field is Imported: No Format: Controlled by program Units: Unitless The number of Solid Rectangle shapes in the section designer section. Table: Section Designer Properties 01 - General Field: nTee Page 1200 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: nSolidCirc Field is Imported: No Format: Controlled by program Units: Unitless The number of Solid Circle shapes in the section designer section. Field: nSolidSeg Field is Imported: No Format: Controlled by program Units: Unitless The number of Solid Segment shapes in the section designer section. Field: nSolidSect Field is Imported: No Format: Controlled by program Units: Unitless The number of Solid Sector shapes in the section designer section. Field: nPolygon Field is Imported: No Format: Controlled by program Units: Unitless The number of Polygon shapes in the section designer section. Field: nReinfSing Field is Imported: No Format: Controlled by program Units: Unitless The number of Reinforcing Single shapes in the section designer section. Field: nReinfLine Field is Imported: No Format: Controlled by program Units: Unitless The number of Reinforcing Line shapes in the section designer section. Field: nReinfRect Field is Imported: No Format: Controlled by program Units: Unitless The number of Reinforcing Rectangle shapes in the section designer section. Table: Section Designer Properties 01 - General Field: nSolidCirc Page 1201 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: nReinfCirc Field is Imported: No Format: Controlled by program Units: Unitless The number of Reinforcing Circle shapes in the section designer section. Field: nRefLine Field is Imported: No Format: Controlled by program Units: Unitless The number of Reference Line shapes in the section designer section. Field: nRefCirc Field is Imported: No Format: Controlled by program Units: Unitless The number of Reference Circle shapes in the section designer section. Field: nCaltransSq Field is Imported: No Format: Controlled by program Units: Unitless The number of Caltrans Square shapes in the section designer section. Field: nCaltransCr Field is Imported: No Format: Controlled by program Units: Unitless The number of Caltrans Circle shapes in the section designer section. Field: nCaltransHx Field is Imported: No Format: Controlled by program Units: Unitless The number of Caltrans Hexagon shapes in the section designer section. Field: nCaltransOc Field is Imported: No Format: Controlled by program Units: Unitless The number of Caltrans Octagon shapes in the section designer section. Table: Section Designer Properties 01 - General Field: nReinfCirc Page 1202 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Section Designer Properties 02 - Reinforcing At Shape Edges Field: SectionName Field is Imported: Yes Format: Controlled by program Units: Text The name of a Section Designer section that has been defined in the Frame Section Properties 01 - General table. Field: ShapeName Field is Imported: Yes Format: Controlled by program Units: Text The shape name. Field: Type Field is Imported: No Format: Controlled by program Units: Text The type of shape. Field: EdgeID Field is Imported: Yes Format: Controlled by program Units: Unitless A number identifying the shape edge to which the reinforcing applies. Field: BarSize Field is Imported: Yes Format: Controlled by program Units: Text This is either User, the rebar size along the specified shape edge, or None if no rebar exists along the edge. If this item is User then the rebar area is taken from the BarArea item. Field: BarArea Field is Imported: Yes Format: Rebar Area (Section Dimensions section of form) Units: Length2 The rebar area along the specified shape edge. This item is only imported when the BarSize item is User. Table: Section Designer Properties 02 - Reinforcing At Shape Edges Field: SectionName Page 1203 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Spacing Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The maximum spacing (equal) of rebar along the specified shape edge. Field: Cover Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The clear cover for the rebar along the specified shape edge. Note that the cover for this corner bar is not specified directly, but rather is determined from the specified cover along the two adjacent shape edges. Table: Section Designer Properties 03 - Reinforcing At Shape Corners Field: SectionName Field is Imported: Yes Format: Controlled by program Units: Text The name of a Section Designer section that has been defined in the Frame Section Properties 01 - General table. Field: ShapeName Field is Imported: Yes Format: Controlled by program Units: Text The shape name. Field: Type Field is Imported: No Format: Controlled by program Units: Text The type of shape. Field: CornerID Field is Imported: Yes Format: Controlled by program Units: Unitless A number identifying the shape corner to which the specified reinforcing applies. Table: Section Designer Properties 03 - Reinforcing At Shape Corners Field: Spacing Page 1204 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: BarSize Field is Imported: Yes Format: Controlled by program Units: Text This is either User, the rebar size along the specified shape corner, or None if no rebar exists along the corner. If this item is User then the rebar area is taken from the BarArea item.Note that the cover for this corner bar is not specified directly, but rather is determined from the specified cover along the two adjacent shape edges. Field: BarArea Field is Imported: Yes Format: Rebar Area (Section Dimensions section of form) Units: Length2 The rebar area along the specified shape corner. This item is only imported when the BarSize item is User. Table: Section Designer Properties 04 - Shape I/Wide Flange Field: SectionName Field is Imported: Yes Format: Controlled by program Units: Text The name of a Section Designer section that has been defined in the Frame Section Properties 01 - General table. Field: ShapeName Field is Imported: Yes Format: Controlled by program Units: Text The shape name. Field: ShapeType Field is Imported: Yes Format: Controlled by program Units: Text This is either User Defined or the name of a defined I/Wide Flange section. Table: Section Designer Properties 04 - Shape I/Wide Flange Field: BarSize Page 1205 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ShapeMat Field is Imported: Yes Format: Controlled by program Units: Text The material property associated with the I/Wide Flange shape. Field: ZOrder Field is Imported: Yes Format: Controlled by program Units: Unitless This item represents the drawing order of a solid shapes from back to front. In the case of partially overlapping shapes, the part of one shape that is behind another shape is not used for the calculation of properties. Field: FillColor Field is Imported: Yes Format: Controlled by program Units: Text The fill color used when displaying the I/Wide Flange shape in Section Designer. Field: XCenter Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The X coordinate of the center of the I/Wide Flange shape in the Section Designer coordinate system. Field: YCenter Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The Y coordinate of the center of the I/Wide Flange shape in the Section Designer coordinate system. Field: Height Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The height of the I/Wide Flange shape. Table: Section Designer Properties 04 - Shape I/Wide Flange Field: ShapeMat Page 1206 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: TopWidth Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The width of the top flange of the I/Wide Flange shape. Field: TopThick Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The thickness of the top flange of the I/Wide Flange shape. Field: WebThick Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The web thickness of the I/Wide Flange shape. Field: BotWidth Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The width of the bottom flange of the I/Wide Flange shape. Field: BotThick Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The thickness of the bottom flange of the I/Wide Flange shape. Field: Rotation Field is Imported: Yes Format: Angles (Structure Dimensions section of form) Units: Degrees The counterclockwise rotation of the I/Wide Flange shape from its default orientation. Field: Reinforcing Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if there is edge and corner reinforcing associated with the I/Wide Flange shape. Otherwise it is No. Table: Section Designer Properties 04 - Shape I/Wide Flange Field: TopWidth Page 1207 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: RebarMat Field is Imported: Yes Format: Controlled by program Units: Text The material property associated with the rebar in I/Wide Flange shape.This item is only applicable when the Reinforcing item is Yes. Field: ConcCover Field is Imported: Yes Format: Controlled by program Units: Text This item is to specify how cover is to be measured in a concrete shape with rebar. Table: Section Designer Properties 05 - Shape Channel Field: SectionName Field is Imported: Yes Format: Controlled by program Units: Text The name of a Section Designer section that has been defined in the Frame Section Properties 01 - General table. Field: ShapeName Field is Imported: Yes Format: Controlled by program Units: Text The shape name. Field: ShapeType Field is Imported: Yes Format: Controlled by program Units: Text This is either User Defined or the name of a defined Channel section. Field: ShapeMat Field is Imported: Yes Format: Controlled by program Units: Text The material property associated with the Channel shape. Table: Section Designer Properties 05 - Shape Channel Field: RebarMat Page 1208 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ZOrder Field is Imported: Yes Format: Controlled by program Units: Unitless This item represents the drawing order of a solid shapes from back to front. In the case of partially overlapping shapes, the part of one shape that is behind another shape is not used for the calculation of properties. Field: FillColor Field is Imported: Yes Format: Controlled by program Units: Text The fill color used when displaying the Channel shape in Section Designer. Field: XCenter Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The X coordinate of the center of the Channel shape in the Section Designer coordinate system. Field: YCenter Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The Y coordinate of the center of the Channel shape in the Section Designer coordinate system. Field: Height Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The height of the Channel shape. Field: Width Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The width of the Channel shape. Table: Section Designer Properties 05 - Shape Channel Field: ZOrder Page 1209 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: FlngThick Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The flange thickness of the Channel shape. Field: WebThick Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The web thickness of the Channel shape. Field: Rotation Field is Imported: Yes Format: Angles (Structure Dimensions section of form) Units: Degrees The counterclockwise rotation of the Channel shape from its default orientation. Field: Flipped Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is "Yes" if a non-symmetrical shape is to be flipped (mirrored) about its own Y-axis. Field: Reinforcing Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if there is edge and corner reinforcing associated with the Channel shape. Otherwise it is No. Field: RebarMat Field is Imported: Yes Format: Controlled by program Units: Text The material property associated with the rebar in Channel shape.This item is only applicable when the Reinforcing item is Yes. Table: Section Designer Properties 05 - Shape Channel Field: FlngThick Page 1210 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ConcCover Field is Imported: Yes Format: Controlled by program Units: Text This item is to specify how cover is to be measured in a concrete shape with rebar. Table: Section Designer Properties 06 - Shape Tee Field: SectionName Field is Imported: Yes Format: Controlled by program Units: Text The name of a Section Designer section that has been defined in the Frame Section Properties 01 - General table. Field: ShapeName Field is Imported: Yes Format: Controlled by program Units: Text The shape name. Field: ShapeType Field is Imported: Yes Format: Controlled by program Units: Text This is either User Defined or the name of a defined Tee section. Field: ShapeMat Field is Imported: Yes Format: Controlled by program Units: Text The material property associated with the Tee shape. Field: Zorder Field is Imported: Yes Format: Controlled by program Units: Unitless This item represents the drawing order of a solid shapes from back to front. In the case of partially overlapping shapes, the part of one shape that is behind another shape is not used for the calculation of properties. Table: Section Designer Properties 06 - Shape Tee Field: ConcCover Page 1211 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: FillColor Field is Imported: Yes Format: Controlled by program Units: Text The fill color used when displaying the Tee shape in Section Designer. Field: XCenter Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The X coordinate of the center of the Tee shape in the Section Designer coordinate system. Field: YCenter Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The Y coordinate of the center of the Tee shape in the Section Designer coordinate system. Field: Height Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The height of the Tee shape. Field: Width Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The width of the Tee shape. Field: FlngThick Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The flange thickness of the Tee shape. Table: Section Designer Properties 06 - Shape Tee Field: FillColor Page 1212 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: WebThick Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The web thickness of the Tee shape. Field: Rotation Field is Imported: Yes Format: Angles (Structure Dimensions section of form) Units: Degrees The counterclockwise rotation of the Tee shape from its default orientation. Field: Reinforcing Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if there is edge and corner reinforcing associated with the Tee shape. Otherwise it is No. Field: RebarMat Field is Imported: Yes Format: Controlled by program Units: Text The material property associated with the rebar in Tee shape.This item is only applicable when the Reinforcing item is Yes. Field: ConcCover Field is Imported: Yes Format: Controlled by program Units: Text This item is to specify how cover is to be measured in a concrete shape with rebar. Table: Section Designer Properties 07 - Shape Angle Field: SectionName Field is Imported: Yes Format: Controlled by program Units: Text The name of a Section Designer section that has been defined in the Frame Section Properties 01 - General table. Table: Section Designer Properties 07 - Shape Angle Field: WebThick Page 1213 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ShapeName Field is Imported: Yes Format: Controlled by program Units: Text The shape name. Field: ShapeType Field is Imported: Yes Format: Controlled by program Units: Text This is either User Defined or the name of a defined Angle section. Field: ShapeMat Field is Imported: Yes Format: Controlled by program Units: Text The material property associated with the Angle shape. Field: ZOrder Field is Imported: Yes Format: Controlled by program Units: Unitless This item represents the drawing order of a solid shapes from back to front. In the case of partially overlapping shapes, the part of one shape that is behind another shape is not used for the calculation of properties. Field: FillColor Field is Imported: Yes Format: Controlled by program Units: Text The fill color used when displaying the Angle shape in Section Designer. Field: XCenter Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The X coordinate of the center of the Angle shape in the Section Designer coordinate system. Table: Section Designer Properties 07 - Shape Angle Field: ShapeName Page 1214 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: YCenter Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The Y coordinate of the center of the Angle shape in the Section Designer coordinate system. Field: Height Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The height of the Angle shape. Field: Width Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The width of the Angle shape. Field: FlngThick Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The flange thickness of the Angle shape. Field: WebThick Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The web thickness of the Angle shape. Field: Rotation Field is Imported: Yes Format: Angles (Structure Dimensions section of form) Units: Degrees The counterclockwise rotation of the Angle shape from its default orientation. Table: Section Designer Properties 07 - Shape Angle Field: YCenter Page 1215 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Flipped Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is "Yes" if a non-symmetrical shape is to be flipped (mirrored) about its own Y-axis. Field: Reinforcing Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if there is edge and corner reinforcing associated with the Angle shape. Otherwise it is No. Field: RebarMat Field is Imported: Yes Format: Controlled by program Units: Text The material property associated with the rebar in Angle shape.This item is only applicable when the Reinforcing item is Yes. Field: ConcCover Field is Imported: Yes Format: Controlled by program Units: Text This item is to specify how cover is to be measured in a concrete shape with rebar. Table: Section Designer Properties 08 - Shape Double Angle Field: SectionName Field is Imported: Yes Format: Controlled by program Units: Text The name of a Section Designer section that has been defined in the Frame Section Properties 01 - General table. Field: ShapeName Field is Imported: Yes Format: Controlled by program Units: Text The shape name. Table: Section Designer Properties 08 - Shape Double Angle Field: Flipped Page 1216 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ShapeType Field is Imported: Yes Format: Controlled by program Units: Text This is either User Defined or the name of a defined Double section. Field: ShapeMat Field is Imported: Yes Format: Controlled by program Units: Text The material property associated with the Double shape. Field: ZOrder Field is Imported: Yes Format: Controlled by program Units: Unitless This item represents the drawing order of a solid shapes from back to front. In the case of partially overlapping shapes, the part of one shape that is behind another shape is not used for the calculation of properties. Field: FillColor Field is Imported: Yes Format: Controlled by program Units: Text The fill color used when displaying the Double shape in Section Designer. Field: XCenter Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The X coordinate of the center of the Double shape in the Section Designer coordinate system. Field: YCenter Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The Y coordinate of the center of the Double shape in the Section Designer coordinate system. Table: Section Designer Properties 08 - Shape Double Angle Field: ShapeType Page 1217 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Height Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The height of the Double shape. Field: Width Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The width of the Double shape. This is equal to two times the flange width of a single angle plus the separation distance. Field: FlngThick Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The flange thickness of the Double shape. Field: WebThick Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The web thickness of the Double shape. Field: Separation Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The distance (space) between the webs of the two angles in the Double shape. Field: Rotation Field is Imported: Yes Format: Angles (Structure Dimensions section of form) Units: Degrees The counterclockwise rotation of the Double shape from its default orientation. Table: Section Designer Properties 08 - Shape Double Angle Field: Height Page 1218 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Section Designer Properties 09 - Shape Box/Tube Field: SectionName Field is Imported: Yes Format: Controlled by program Units: Text The name of a Section Designer section that has been defined in the Frame Section Properties 01 - General table. Field: ShapeName Field is Imported: Yes Format: Controlled by program Units: Text The shape name. Field: ShapeType Field is Imported: Yes Format: Controlled by program Units: Text This is either User Defined or the name of a defined Box/Tube section. Field: ShapeMat Field is Imported: Yes Format: Controlled by program Units: Text The material property associated with the Box/Tube shape. Field: ZOrder Field is Imported: Yes Format: Controlled by program Units: Unitless This item represents the drawing order of a solid shapes from back to front. In the case of partially overlapping shapes, the part of one shape that is behind another shape is not used for the calculation of properties. Field: FillColor Field is Imported: Yes Format: Controlled by program Units: Text The fill color used when displaying the Box/Tube shape in Section Designer. Table: Section Designer Properties 09 - Shape Box/Tube Field: SectionName Page 1219 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: XCenter Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The X coordinate of the center of the Box/Tube shape in the Section Designer coordinate system. Field: YCenter Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The Y coordinate of the center of the Box/Tube shape in the Section Designer coordinate system. Field: Height Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The height of the Box/Tube shape. Field: Width Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The width of the Box/Tube shape. Field: FlngThick Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The flange thickness of the Box/Tube shape. Field: WebThick Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The web thickness of the Box/Tube shape. Table: Section Designer Properties 09 - Shape Box/Tube Field: XCenter Page 1220 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Rotation Field is Imported: Yes Format: Angles (Structure Dimensions section of form) Units: Degrees The counterclockwise rotation of the Box/Tube shape from its default orientation. Table: Section Designer Properties 10 - Shape Pipe Field: SectionName Field is Imported: Yes Format: Controlled by program Units: Text The name of a Section Designer section that has been defined in the Frame Section Properties 01 - General table. Field: ShapeName Field is Imported: Yes Format: Controlled by program Units: Text The shape name. Field: ShapeType Field is Imported: Yes Format: Controlled by program Units: Text This is either User Defined or the name of a defined Pipe section. Field: ShapeMat Field is Imported: Yes Format: Controlled by program Units: Text The material property associated with the Pipe shape. Field: ZOrder Field is Imported: Yes Format: Controlled by program Units: Unitless This item represents the drawing order of a solid shapes from back to front. In the case of partially overlapping shapes, the part of one shape that is behind another shape is not used for the calculation of properties. Table: Section Designer Properties 10 - Shape Pipe Field: Rotation Page 1221 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: FillColor Field is Imported: Yes Format: Controlled by program Units: Text The fill color used when displaying the Pipe shape in Section Designer. Field: XCenter Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The X coordinate of the center of the Pipe shape in the Section Designer coordinate system. Field: YCenter Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The Y coordinate of the center of the Pipe shape in the Section Designer coordinate system. Field: OuterDiam Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The outer diameter of the Pipe shape. Field: WallThick Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The wall thickness of the Pipe shape. Table: Section Designer Properties 11 - Shape Plate Field: SectionName Field is Imported: Yes Format: Controlled by program Units: Text The name of a Section Designer section that has been defined in the Frame Section Properties 01 - General table. Table: Section Designer Properties 11 - Shape Plate Field: FillColor Page 1222 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ShapeName Field is Imported: Yes Format: Controlled by program Units: Text The shape name. Field: ShapeMat Field is Imported: Yes Format: Controlled by program Units: Text The material property associated with the Plate shape. Field: ZOrder Field is Imported: Yes Format: Controlled by program Units: Unitless This item represents the drawing order of a solid shapes from back to front. In the case of partially overlapping shapes, the part of one shape that is behind another shape is not used for the calculation of properties. Field: FillColor Field is Imported: Yes Format: Controlled by program Units: Text The fill color used when displaying the Plate shape in Section Designer. Field: XCenter Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The X coordinate of the center of the Plate shape in the Section Designer coordinate system. Field: YCenter Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The Y coordinate of the center of the Plate shape in the Section Designer coordinate system. Table: Section Designer Properties 11 - Shape Plate Field: ShapeName Page 1223 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Thickness Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The thickness of the Plate shape. Field: Width Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The width of the Plate shape. Field: Rotation Field is Imported: Yes Format: Angles (Structure Dimensions section of form) Units: Degrees The counterclockwise rotation of the Plate shape from its default orientation. Field: Reinforcing Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if there is edge and corner reinforcing associated with the Plate shape. Otherwise it is No. Field: RebarMat Field is Imported: Yes Format: Controlled by program Units: Text The material property associated with the rebar in Plate shape.This item is only applicable when the Reinforcing item is Yes. Field: ConcCover Field is Imported: Yes Format: Controlled by program Units: Text This item is to specify how cover is to be measured in a concrete shape with rebar. Table: Section Designer Properties 11 - Shape Plate Field: Thickness Page 1224 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Section Designer Properties 12 - Shape Solid Rectangle Field: SectionName Field is Imported: Yes Format: Controlled by program Units: Text The name of a Section Designer section that has been defined in the Frame Section Properties 01 - General table. Field: ShapeName Field is Imported: Yes Format: Controlled by program Units: Text The shape name. Field: ShapeMat Field is Imported: Yes Format: Controlled by program Units: Text The material property associated with the Solid Rectangle shape. Field: ZOrder Field is Imported: Yes Format: Controlled by program Units: Unitless This item represents the drawing order of a solid shapes from back to front. In the case of partially overlapping shapes, the part of one shape that is behind another shape is not used for the calculation of properties. Field: FillColor Field is Imported: Yes Format: Controlled by program Units: Text The fill color used when displaying the Solid Rectangle shape in Section Designer. Field: XCenter Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The X coordinate of the center of the Solid Rectangle shape in the Section Designer coordinate system. Table: Section Designer Properties 12 - Shape Solid Rectangle Field: SectionName Page 1225 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: YCenter Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The Y coordinate of the center of the Solid Rectangle shape in the Section Designer coordinate system. Field: Height Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The height of the Solid Rectangle shape. Field: Width Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The width of the Solid Rectangle shape. Field: Rotation Field is Imported: Yes Format: Angles (Structure Dimensions section of form) Units: Degrees The counterclockwise rotation of the Solid Rectangle shape from its default orientation. Field: Reinforcing Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if there is edge and corner reinforcing associated with the Solid Rectangle shape. Otherwise it is No. Field: RebarMat Field is Imported: Yes Format: Controlled by program Units: Text The material property associated with the rebar in Solid Rectangle shape.This item is only applicable when the Reinforcing item is Yes. Table: Section Designer Properties 12 - Shape Solid Rectangle Field: YCenter Page 1226 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ConcCover Field is Imported: Yes Format: Controlled by program Units: Text This item is to specify how cover is to be measured in a concrete shape with rebar. Field: ManderPlace Field is Imported: Yes Format: Controlled by program Units: Text This item is to specify the location of the boundary between confined and unconfined concrete material using the Mander model. Table: Section Designer Properties 13 - Shape Solid Circle Field: SectionName Field is Imported: Yes Format: Controlled by program Units: Text The name of a Section Designer section that has been defined in the Frame Section Properties 01 - General table. Field: ShapeName Field is Imported: Yes Format: Controlled by program Units: Text The shape name. Field: ShapeMat Field is Imported: Yes Format: Controlled by program Units: Text The material property associated with the Solid Circle shape. Field: ZOrder Field is Imported: Yes Format: Controlled by program Units: Unitless This item represents the drawing order of a solid shapes from back to front. In the case of partially overlapping shapes, the part of one shape that is behind another shape is not used for the calculation of properties. Table: Section Designer Properties 13 - Shape Solid Circle Field: ConcCover Page 1227 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: FillColor Field is Imported: Yes Format: Controlled by program Units: Text The fill color used when displaying the Solid Circle shape in Section Designer. Field: XCenter Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The X coordinate of the center of the Solid Circle shape in the Section Designer coordinate system. Field: YCenter Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The Y coordinate of the center of the Solid Circle shape in the Section Designer coordinate system. Field: Diameter Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The diameter of the Solid Circle shape. Field: Reinforcing Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if there is edge and corner reinforcing associated with the Solid Circle shape. Otherwise it is No. Field: RebarMat Field is Imported: Yes Format: Controlled by program Units: Text The material property associated with the rebar in Solid Circle shape.This item is only applicable when the Reinforcing item is Yes. Table: Section Designer Properties 13 - Shape Solid Circle Field: FillColor Page 1228 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: NumBars Field is Imported: Yes Format: Controlled by program Units: Unitless The number of reinforcing bars equally spaced around the perimeter of the Solid Circle shape. This item is only applicable when the Reinforcing item is Yes. Field: Rotation Field is Imported: Yes Format: Angles (Structure Dimensions section of form) Units: Degrees The angle in degrees measured counterclockwise from the Section Designer X-axis to the first rebar in the Solid Circle shape. This item is only applicable when the Reinforcing item is Yes. Field: Cover Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The clear cover for the rebar around the perimeter of the Solid Circle shape. This item is only applicable when the Reinforcing item is Yes. Field: BarSize Field is Imported: Yes Format: Controlled by program Units: Text This is either User, the rebar size around the perimeter of the Solid Circle shape, or None. This item is only applicable when the Reinforcing item is Yes. Field: BarArea Field is Imported: Yes Format: Rebar Area (Section Dimensions section of form) Units: Length2 The rebar area along the specified shape SD_SHAPETYPE_CIRCLE. This item is only imported when the BarSize item is User. Field: ConcCover Field is Imported: Yes Format: Controlled by program Units: Text This item is to specify how cover is to be measured in a concrete shape with rebar. Table: Section Designer Properties 13 - Shape Solid Circle Field: NumBars Page 1229 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ManderPlace Field is Imported: Yes Format: Controlled by program Units: Text This item is to specify the location of the boundary between confined and unconfined concrete material using the Mander model. Table: Section Designer Properties 14 - Shape Solid Segment Field: SectionName Field is Imported: Yes Format: Controlled by program Units: Text The name of a Section Designer section that has been defined in the Frame Section Properties 01 - General table. Field: ShapeName Field is Imported: Yes Format: Controlled by program Units: Text The shape name. Field: ShapeMat Field is Imported: Yes Format: Controlled by program Units: Text The material property associated with the Solid Segment shape. Field: ZOrder Field is Imported: Yes Format: Controlled by program Units: Unitless This item represents the drawing order of a solid shapes from back to front. In the case of partially overlapping shapes, the part of one shape that is behind another shape is not used for the calculation of properties. Field: FillColor Field is Imported: Yes Format: Controlled by program Units: Text The fill color used when displaying the Solid Segment shape in Section Designer. Table: Section Designer Properties 14 - Shape Solid Segment Field: ManderPlace Page 1230 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: XCenter Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The X coordinate of the center of the Solid Segment shape in the Section Designer coordinate system. Field: YCenter Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The Y coordinate of the center of the Solid Segment shape in the Section Designer coordinate system. Field: Angle Field is Imported: Yes Format: Angles (Structure Dimensions section of form) Units: Degrees The angle that defines the arc length of the Solid Segment shape. Field: Rotation Field is Imported: Yes Format: Angles (Structure Dimensions section of form) Units: Degrees The angle in degrees measured counterclockwise from the Section Designer X-axis to a radial line that bisects the arc defining the Solid Segment shape. Field: Radius Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The radius of the circular arc defining the outer edge of the Solid Segment shape. Table: Section Designer Properties 15 - Shape Solid Sector Field: SectionName Field is Imported: Yes Format: Controlled by program Units: Text The name of a Section Designer section that has been defined in the Frame Section Properties 01 - General table. Table: Section Designer Properties 15 - Shape Solid Sector Field: XCenter Page 1231 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ShapeName Field is Imported: Yes Format: Controlled by program Units: Text The shape name. Field: ShapeMat Field is Imported: Yes Format: Controlled by program Units: Text The material property associated with the Solid Sector shape. Field: ZOrder Field is Imported: Yes Format: Controlled by program Units: Unitless This item represents the drawing order of a solid shapes from back to front. In the case of partially overlapping shapes, the part of one shape that is behind another shape is not used for the calculation of properties. Field: FillColor Field is Imported: Yes Format: Controlled by program Units: Text The fill color used when displaying the Solid Sector shape in Section Designer. Field: XCenter Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The X coordinate of the center of the Solid Sector shape in the Section Designer coordinate system. Field: YCenter Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The Y coordinate of the center of the Solid Sector shape in the Section Designer coordinate system. Table: Section Designer Properties 15 - Shape Solid Sector Field: ShapeName Page 1232 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Angle Field is Imported: Yes Format: Angles (Structure Dimensions section of form) Units: Degrees The angle that defines the arc length of the Solid Sector shape. Field: Rotation Field is Imported: Yes Format: Angles (Structure Dimensions section of form) Units: Degrees The angle in degrees measured counterclockwise from the Section Designer X-axis to a radial line that bisects the arc defining the Solid Sector shape. Field: Radius Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The radius of the circular arc defining the outer edge of the Solid Sector shape. Table: Section Designer Properties 16 - Shape Polygon Field: SectionName Field is Imported: Yes Format: Controlled by program Units: Text The name of a Section Designer section that has been defined in the Frame Section Properties 01 - General table. Field: ShapeName Field is Imported: Yes Format: Controlled by program Units: Text The shape name. Field: X Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The X coordinate of the point in the Section Designer coordinate system. Table: Section Designer Properties 16 - Shape Polygon Field: Angle Page 1233 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Y Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The Y coordinate of the point in the Section Designer coordinate system. Field: Radius Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The radius of the fillet that occurs at the specified point (corner) in the polygon. Field: ShapeMat Field is Imported: Yes Format: Controlled by program Units: Text The material property associated with the Polygon shape. Field: ZOrder Field is Imported: Yes Format: Controlled by program Units: Unitless This item represents the drawing order of a solid shapes from back to front. In the case of partially overlapping shapes, the part of one shape that is behind another shape is not used for the calculation of properties. Field: FillColor Field is Imported: Yes Format: Controlled by program Units: Text The fill color used when displaying the Polygon shape in Section Designer. Field: Reinforcing Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if there is edge and corner reinforcing associated with the Polygon shape. Otherwise it is No. Table: Section Designer Properties 16 - Shape Polygon Field: Y Page 1234 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: RebarMat Field is Imported: Yes Format: Controlled by program Units: Text The material property associated with the rebar in Polygon shape.This item is only applicable when the Reinforcing item is Yes. Field: ConcCover Field is Imported: Yes Format: Controlled by program Units: Text This item is to specify how cover is to be measured in a concrete shape with rebar. Table: Section Designer Properties 17 - Shape Reinforcing Single Field: SectionName Field is Imported: Yes Format: Controlled by program Units: Text The name of a Section Designer section that has been defined in the Frame Section Properties 01 - General table. Field: ShapeName Field is Imported: Yes Format: Controlled by program Units: Text The shape name. Field: ShapeMat Field is Imported: Yes Format: Controlled by program Units: Text The material property associated with the Reinforcing Single shape. Field: XCenter Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The X coordinate of the center of the Reinforcing Single shape in the Section Designer coordinate system. Table: Section Designer Properties 17 - Shape Reinforcing Single Field: RebarMat Page 1235 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: YCenter Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The Y coordinate of the center of the Reinforcing Single shape in the Section Designer coordinate system. Field: BarSize Field is Imported: Yes Format: Controlled by program Units: Text This is either User, the rebar size of the Reinforcing Single shape, or None. Field: BarArea Field is Imported: Yes Format: Rebar Area (Section Dimensions section of form) Units: Length2 The rebar area along the specified shape SD_SHAPETYPE_SINGLEBAR. This item is only imported when the BarSize item is User. Table: Section Designer Properties 18 - Shape Reinforcing Line Field: SectionName Field is Imported: Yes Format: Controlled by program Units: Text The name of a Section Designer section that has been defined in the Frame Section Properties 01 - General table. Field: ShapeName Field is Imported: Yes Format: Controlled by program Units: Text The shape name. Field: ShapeMat Field is Imported: Yes Format: Controlled by program Units: Text The material property associated with the Reinforcing Line shape. Table: Section Designer Properties 18 - Shape Reinforcing Line Field: YCenter Page 1236 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: X1 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The X coordinate at end point 1 of the Reinforcing Line shape in the Section Designer coordinate system. Field: Y1 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The Y coordinate at end point 1 of the Reinforcing Line shape in the Section Designer coordinate system. Field: X2 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The X coordinate at end point 2 of the Reinforcing Line shape in the Section Designer coordinate system. Field: Y2 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The Y coordinate at end point 2 of the Reinforcing Line shape in the Section Designer coordinate system. Field: Spacing Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The maximum spacing (equal) of rebar for the Reinforcing Line shape. Field: BarSize Field is Imported: Yes Format: Controlled by program Units: Text This is either User, the rebar size for all bars in the Reinforcing Line shape, or None. Table: Section Designer Properties 18 - Shape Reinforcing Line Field: X1 Page 1237 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: BarArea Field is Imported: Yes Format: Rebar Area (Section Dimensions section of form) Units: Length2 The rebar area along the specified shape SD_SHAPETYPE_LINEBAR. This item is only imported when the BarSize item is User. Field: EndBars Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if end bars exist for the Reinforcing Line shape. Otherwise it is No. End bars are bars occurring at the end points of the line that defines the shape. Table: Section Designer Properties 19 - Shape Reinforcing Rectangle Field: SectionName Field is Imported: Yes Format: Controlled by program Units: Text The name of a Section Designer section that has been defined in the Frame Section Properties 01 - General table. Field: ShapeName Field is Imported: Yes Format: Controlled by program Units: Text The shape name. Field: ShapeMat Field is Imported: Yes Format: Controlled by program Units: Text The material property associated with the Reinforcing Rectangle shape. Field: XCenter Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The X coordinate of the center of the Reinforcing Rectangle shape in the Section Designer coordinate system. Table: Section Designer Properties 19 - Shape Reinforcing Rectangle Field: BarArea Page 1238 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: YCenter Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The Y coordinate of the center of the Reinforcing Rectangle shape in the Section Designer coordinate system. Field: Height Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The height of the Reinforcing Rectangle shape measured to the outer face of the rebar. Field: Width Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The width of the Reinforcing Rectangle shape measured to the outer face of the rebar. Field: Rotation Field is Imported: Yes Format: Angles (Structure Dimensions section of form) Units: Degrees The counterclockwise rotation of the Reinforcing Rectangle shape from its default orientation. Table: Section Designer Properties 20 - Shape Reinforcing Circle Field: SectionName Field is Imported: Yes Format: Controlled by program Units: Text The name of a Section Designer section that has been defined in the Frame Section Properties 01 - General table. Field: ShapeName Field is Imported: Yes Format: Controlled by program Units: Text The shape name. Table: Section Designer Properties 20 - Shape Reinforcing Circle Field: YCenter Page 1239 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ShapeMat Field is Imported: Yes Format: Controlled by program Units: Text The material property associated with the Reinforcing Circle shape. Field: XCenter Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The X coordinate of the center of the Reinforcing Circle shape in the Section Designer coordinate system. Field: YCenter Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The Y coordinate of the center of the Reinforcing Circle shape in the Section Designer coordinate system. Field: Diameter Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The diameter of the Reinforcing Circle shape measured to the outer face of the rebar. Field: NumBars Field is Imported: Yes Format: Controlled by program Units: Unitless The number of reinforcing bars equally spaced around the perimeter of the Reinforcing Circle shape. This item is only applicable when the Reinforcing item is Yes. Field: Rotation Field is Imported: Yes Format: Angles (Structure Dimensions section of form) Units: Degrees The angle in degrees measured counterclockwise from the Section Designer X-axis to the first rebar in the Reinforcing Circle shape. This item is only applicable when the Reinforcing item is Yes. Table: Section Designer Properties 20 - Shape Reinforcing Circle Field: ShapeMat Page 1240 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: BarSize Field is Imported: Yes Format: Controlled by program Units: Text The rebar size around the perimeter of the Reinforcing Circle shape, or None. Field: BarArea Field is Imported: Yes Format: Rebar Area (Section Dimensions section of form) Units: Length2 The rebar area along the specified shape SD_SHAPETYPE_CIRCLEBAR. This item is only imported when the BarSize item is User. Table: Section Designer Properties 21 - Shape Reference Line Field: SectionName Field is Imported: Yes Format: Controlled by program Units: Text The name of a Section Designer section that has been defined in the Frame Section Properties 01 - General table. Field: ShapeName Field is Imported: Yes Format: Controlled by program Units: Text The shape name. Field: X1 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The X coordinate at end point 1 of the Reference Line shape in the Section Designer coordinate system. Field: Y1 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The Y coordinate at end point 1 of the Reference Line shape in the Section Designer coordinate system. Table: Section Designer Properties 21 - Shape Reference Line Field: BarSize Page 1241 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: X2 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The X coordinate at end point 2 of the Reference Line shape in the Section Designer coordinate system. Field: Y2 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The Y coordinate at end point 2 of the Reference Line shape in the Section Designer coordinate system. Table: Section Designer Properties 22 - Shape Reference Circle Field: SectionName Field is Imported: Yes Format: Controlled by program Units: Text The name of a Section Designer section that has been defined in the Frame Section Properties 01 - General table. Field: ShapeName Field is Imported: Yes Format: Controlled by program Units: Text The shape name. Field: XCenter Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The X coordinate of the center of the Reference Circle shape in the Section Designer coordinate system. Table: Section Designer Properties 22 - Shape Reference Circle Field: X2 Page 1242 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: YCenter Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The Y coordinate of the center of the Reference Circle shape in the Section Designer coordinate system. Field: Diameter Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The diameter of the Reference Circle shape. Table: Section Designer Properties 23 - Shape Caltrans Square Field: SectionName Field is Imported: Yes Format: Controlled by program Units: Text The name of a Section Designer section that has been defined in the Frame Section Properties 01 - General table. Field: ShapeName Field is Imported: Yes Format: Controlled by program Units: Text The shape name. Field: ShapeMat Field is Imported: Yes Format: Controlled by program Units: Text The concrete material property associated with the Caltrans Square. Field: ZOrder Field is Imported: Yes Format: Controlled by program Units: Unitless This item represents the drawing order of a solid shapes from back to front. In the case of partially overlapping shapes, the part of one shape that is behind another shape is not used for the calculation of properties. Table: Section Designer Properties 23 - Shape Caltrans Square Field: YCenter Page 1243 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: XCenter Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The X coordinate of the center of the Caltrans Square shape in the Section Designer coordinate system. Field: YCenter Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The Y coordinate of the center of the Caltrans Square shape in the Section Designer coordinate system. Field: Height Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The height of the section at the top of the column. This item must be greater than or equal to the BaseHeight item. Field: Width Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The width of the section at the top of the column. This item must be greater than or equal to the BaseWidth item. Field: BaseHeight Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The height of the section at the base of the column. The number of cores that can fit into the column is based on this height. Field: BaseWidth Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The width of the section at the base of the column. The number of cores that can fit into the column is based on this width. Table: Section Designer Properties 23 - Shape Caltrans Square Field: XCenter Page 1244 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Chamfer Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The horizontal and vertical dimension of the corner chamfer. Field: CaseThick Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The thickness of the column steel casing. A zero value for this item means no casing is provided. Field: CaseFact Field is Imported: Yes Format: Controlled by program Units: Unitless This factor is typically between 0 and 1. It is the fraction of the casing to be considered as longitudinal steel. Field: CaseMat Field is Imported: Yes Format: Controlled by program Units: Text The casing material property associated with the Caltrans Square. Field: NumCores Field is Imported: Yes Format: Controlled by program Units: Unitless The number of cores in the column. This can be 1, 2 or 3. Field: NumRings Field is Imported: Yes Format: Controlled by program Units: Unitless The number of reinforcement rings in each core. This can be 1, 2 or 3. Table: Section Designer Properties 23 - Shape Caltrans Square Field: Chamfer Page 1245 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: CoverRing1 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The minimum clear cover for reinforcement ring 1. Field: CoverRing2 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The minimum clear cover for reinforcement ring 2. Field: CoverRing3 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The minimum clear cover for reinforcement ring 3. Field: ConcCover Field is Imported: Yes Format: Controlled by program Units: Text This item is to specify how cover is to be measured in a concrete shape with rebar. Field: ManderPlace Field is Imported: Yes Format: Controlled by program Units: Text This item is to specify the location of the boundary between confined and unconfined concrete material using the Mander model. Field: OuterColor Field is Imported: Yes Format: Controlled by program Units: Text The fill color used when displaying the Caltrans Square shape Outer part in Section Designer. Table: Section Designer Properties 23 - Shape Caltrans Square Field: CoverRing1 Page 1246 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: CoreColor Field is Imported: Yes Format: Controlled by program Units: Text The fill color used when displaying the Caltrans Square shape Core part in Section Designer. Field: OtherColor Field is Imported: Yes Format: Controlled by program Units: Text The fill color used when displaying the Caltrans Square shape Other part in Section Designer. Field: OuterMander Field is Imported: Yes Format: Controlled by program Units: Text The concrete mander model type for the Outer part of the Caltrans Square shape in Section Designer. Field: CoreMander Field is Imported: Yes Format: Controlled by program Units: Text The concrete mander model type for the Core part of the Caltrans Square shape in Section Designer. Field: OtherMander Field is Imported: Yes Format: Controlled by program Units: Text The concrete mander model type for the Other part of the Caltrans Square shape in Section Designer. Table: Section Designer Properties 23 - Shape Caltrans Square Field: CoreColor Page 1247 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Section Designer Properties 24 - Shape Caltrans Circle Field: SectionName Field is Imported: Yes Format: Controlled by program Units: Text The name of a Section Designer section that has been defined in the Frame Section Properties 01 - General table. Field: ShapeName Field is Imported: Yes Format: Controlled by program Units: Text The shape name. Field: ShapeMat Field is Imported: Yes Format: Controlled by program Units: Text The concrete material property associated with the Caltrans Circle. Field: ZOrder Field is Imported: Yes Format: Controlled by program Units: Unitless This item represents the drawing order of a solid shapes from back to front. In the case of partially overlapping shapes, the part of one shape that is behind another shape is not used for the calculation of properties. Field: XCenter Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The X coordinate of the center of the Caltrans Circle shape in the Section Designer coordinate system. Field: YCenter Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The Y coordinate of the center of the Caltrans Circle shape in the Section Designer coordinate system. Table: Section Designer Properties 24 - Shape Caltrans Circle Field: SectionName Page 1248 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Height Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The height of the section at the top of the column. This item must be greater than or equal to the BaseHeight item. Field: Width Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The width of the section at the top of the column. This item must be greater than or equal to the BaseWidth item. Field: BaseHeight Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The height of the section at the base of the column. The number of cores that can fit into the column is based on this height. Field: BaseWidth Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The width of the section at the base of the column. The number of cores that can fit into the column is based on this width. Field: CaseThick Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The thickness of the column steel casing. A zero value for this item means no casing is provided. Field: CaseFact Field is Imported: Yes Format: Controlled by program Units: Unitless This factor is typically between 0 and 1. It is the fraction of the casing to be considered as longitudinal steel. Table: Section Designer Properties 24 - Shape Caltrans Circle Field: Height Page 1249 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: CaseMat Field is Imported: Yes Format: Controlled by program Units: Text The casing material property associated with the Caltrans Circle. Field: NumCores Field is Imported: Yes Format: Controlled by program Units: Unitless The number of cores in the column. This can be 1, 2 or 3. Field: NumRings Field is Imported: Yes Format: Controlled by program Units: Unitless The number of reinforcement rings in each core. This can be 1, 2 or 3. Field: CoverRing1 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The minimum clear cover for reinforcement ring 1. Field: CoverRing2 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The minimum clear cover for reinforcement ring 2. Field: CoverRing3 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The minimum clear cover for reinforcement ring 3. Field: ConcCover Field is Imported: Yes Format: Controlled by program Units: Text This item is to specify how cover is to be measured in a concrete shape with rebar. Table: Section Designer Properties 24 - Shape Caltrans Circle Field: CaseMat Page 1250 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ManderPlace Field is Imported: Yes Format: Controlled by program Units: Text This item is to specify the location of the boundary between confined and unconfined concrete material using the Mander model. Field: OuterColor Field is Imported: Yes Format: Controlled by program Units: Text The fill color used when displaying the Caltrans Circle shape Outer part in Section Designer. Field: CoreColor Field is Imported: Yes Format: Controlled by program Units: Text The fill color used when displaying the Caltrans Circle shape Core part in Section Designer. Field: OtherColor Field is Imported: Yes Format: Controlled by program Units: Text The fill color used when displaying the Caltrans Circle shape Other part in Section Designer. Field: OuterMander Field is Imported: Yes Format: Controlled by program Units: Text The concrete mander model type for the Outer part of the Caltrans Circle shape in Section Designer. Field: CoreMander Field is Imported: Yes Format: Controlled by program Units: Text The concrete mander model type for the Core part of the Caltrans Circle shape in Section Designer. Table: Section Designer Properties 24 - Shape Caltrans Circle Field: ManderPlace Page 1251 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: OtherMander Field is Imported: Yes Format: Controlled by program Units: Text The concrete mander model type for the Other part of the Caltrans Circle shape in Section Designer. Table: Section Designer Properties 25 - Shape Caltrans Hexagon Field: SectionName Field is Imported: Yes Format: Controlled by program Units: Text The name of a Section Designer section that has been defined in the Frame Section Properties 01 - General table. Field: ShapeName Field is Imported: Yes Format: Controlled by program Units: Text The shape name. Field: ShapeMat Field is Imported: Yes Format: Controlled by program Units: Text The concrete material property associated with the Caltrans Hexagon. Field: ZOrder Field is Imported: Yes Format: Controlled by program Units: Unitless This item represents the drawing order of a solid shapes from back to front. In the case of partially overlapping shapes, the part of one shape that is behind another shape is not used for the calculation of properties. Table: Section Designer Properties 25 - Shape Caltrans Hexagon Field: OtherMander Page 1252 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: XCenter Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The X coordinate of the center of the Caltrans Hexagon shape in the Section Designer coordinate system. Field: YCenter Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The Y coordinate of the center of the Caltrans Hexagon shape in the Section Designer coordinate system. Field: Height Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The height of the section at the top of the column. This item must be greater than or equal to the BaseHeight item. Field: Width Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The width of the section at the top of the column. This item must be greater than or equal to the BaseWidth item. Field: BaseHeight Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The height of the section at the base of the column. The number of cores that can fit into the column is based on this height. Field: BaseWidth Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The width of the section at the base of the column. The number of cores that can fit into the column is based on this width. Table: Section Designer Properties 25 - Shape Caltrans Hexagon Field: XCenter Page 1253 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: CaseThick Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The thickness of the column steel casing. A zero value for this item means no casing is provided. Field: CaseFact Field is Imported: Yes Format: Controlled by program Units: Unitless This factor is typically between 0 and 1. It is the fraction of the casing to be considered as longitudinal steel. Field: CaseMat Field is Imported: Yes Format: Controlled by program Units: Text The casing material property associated with the Caltrans Hexagon. Field: NumCores Field is Imported: Yes Format: Controlled by program Units: Unitless The number of cores in the column. This can be 1, 2 or 3. Field: NumRings Field is Imported: Yes Format: Controlled by program Units: Unitless The number of reinforcement rings in each core. This can be 1, 2 or 3. Field: CoverRing1 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The minimum clear cover for reinforcement ring 1. Table: Section Designer Properties 25 - Shape Caltrans Hexagon Field: CaseThick Page 1254 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: CoverRing2 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The minimum clear cover for reinforcement ring 2. Field: CoverRing3 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The minimum clear cover for reinforcement ring 3. Field: ConcCover Field is Imported: Yes Format: Controlled by program Units: Text This item is to specify how cover is to be measured in a concrete shape with rebar. Field: ManderPlace Field is Imported: Yes Format: Controlled by program Units: Text This item is to specify the location of the boundary between confined and unconfined concrete material using the Mander model. Field: OuterColor Field is Imported: Yes Format: Controlled by program Units: Text The fill color used when displaying the Caltrans Hexagon shape Outer part in Section Designer. Field: CoreColor Field is Imported: Yes Format: Controlled by program Units: Text The fill color used when displaying the Caltrans Hexagon shape Core part in Section Designer. Table: Section Designer Properties 25 - Shape Caltrans Hexagon Field: CoverRing2 Page 1255 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: OtherColor Field is Imported: Yes Format: Controlled by program Units: Text The fill color used when displaying the Caltrans Hexagon shape Other part in Section Designer. Field: OuterMander Field is Imported: Yes Format: Controlled by program Units: Text The concrete mander model type for the Outer part of the Caltrans Hexagon shape in Section Designer. Field: CoreMander Field is Imported: Yes Format: Controlled by program Units: Text The concrete mander model type for the Core part of the Caltrans Hexagon shape in Section Designer. Field: OtherMander Field is Imported: Yes Format: Controlled by program Units: Text The concrete mander model type for the Other part of the Caltrans Hexagon shape in Section Designer. Table: Section Designer Properties 26 - Shape Caltrans Octagon Field: SectionName Field is Imported: Yes Format: Controlled by program Units: Text The name of a Section Designer section that has been defined in the Frame Section Properties 01 - General table. Table: Section Designer Properties 26 - Shape Caltrans Octagon Field: OtherColor Page 1256 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ShapeName Field is Imported: Yes Format: Controlled by program Units: Text The shape name. Field: ShapeMat Field is Imported: Yes Format: Controlled by program Units: Text The concrete material property associated with the Caltrans Octagon. Field: ZOrder Field is Imported: Yes Format: Controlled by program Units: Unitless This item represents the drawing order of a solid shapes from back to front. In the case of partially overlapping shapes, the part of one shape that is behind another shape is not used for the calculation of properties. Field: XCenter Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The X coordinate of the center of the Caltrans Octagon shape in the Section Designer coordinate system. Field: YCenter Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The Y coordinate of the center of the Caltrans Octagon shape in the Section Designer coordinate system. Field: Height Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The height of the section at the top of the column. This item must be greater than or equal to the BaseHeight item. Table: Section Designer Properties 26 - Shape Caltrans Octagon Field: ShapeName Page 1257 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Width Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The width of the section at the top of the column. This item must be greater than or equal to the BaseWidth item. Field: BaseHeight Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The height of the section at the base of the column. The number of cores that can fit into the column is based on this height. Field: BaseWidth Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The width of the section at the base of the column. The number of cores that can fit into the column is based on this width. Field: CaseThick Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The thickness of the column steel casing. A zero value for this item means no casing is provided. Field: CaseFact Field is Imported: Yes Format: Controlled by program Units: Unitless This factor is typically between 0 and 1. It is the fraction of the casing to be considered as longitudinal steel. Field: CaseMat Field is Imported: Yes Format: Controlled by program Units: Text The casing material property associated with the Caltrans Octagon. Table: Section Designer Properties 26 - Shape Caltrans Octagon Field: Width Page 1258 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: NumCores Field is Imported: Yes Format: Controlled by program Units: Unitless The number of cores in the column. This can be 1, 2 or 3. Field: NumRings Field is Imported: Yes Format: Controlled by program Units: Unitless The number of reinforcement rings in each core. This can be 1, 2 or 3. Field: CoverRing1 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The minimum clear cover for reinforcement ring 1. Field: CoverRing2 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The minimum clear cover for reinforcement ring 2. Field: CoverRing3 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The minimum clear cover for reinforcement ring 3. Field: ConcCover Field is Imported: Yes Format: Controlled by program Units: Text This item is to specify how cover is to be measured in a concrete shape with rebar. Field: ManderPlace Field is Imported: Yes Format: Controlled by program Units: Text This item is to specify the location of the boundary between confined and unconfined concrete material using the Mander model. Table: Section Designer Properties 26 - Shape Caltrans Octagon Field: NumCores Page 1259 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: OuterColor Field is Imported: Yes Format: Controlled by program Units: Text The fill color used when displaying the Caltrans Octagon shape Outer part in Section Designer. Field: CoreColor Field is Imported: Yes Format: Controlled by program Units: Text The fill color used when displaying the Caltrans Octagon shape Core part in Section Designer. Field: OtherColor Field is Imported: Yes Format: Controlled by program Units: Text The fill color used when displaying the Caltrans Octagon shape Other part in Section Designer. Field: OuterMander Field is Imported: Yes Format: Controlled by program Units: Text The concrete mander model type for the Outer part of the Caltrans Octagon shape in Section Designer. Field: CoreMander Field is Imported: Yes Format: Controlled by program Units: Text The concrete mander model type for the Core part of the Caltrans Octagon shape in Section Designer. Field: OtherMander Field is Imported: Yes Format: Controlled by program Units: Text The concrete mander model type for the Other part of the Caltrans Octagon shape in Section Designer. Table: Section Designer Properties 26 - Shape Caltrans Octagon Field: OuterColor Page 1260 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Section Designer Properties 27 - Caltrans Longitudinal Rebar Field: SectionName Field is Imported: Yes Format: Controlled by program Units: Text The name of a Section Designer section that has been defined in the Frame Section Properties 01 - General table. Field: ShapeName Field is Imported: Yes Format: Controlled by program Units: Text The shape name. Field: Region Field is Imported: Yes Format: Controlled by program Units: Text This is either Core1, Core2, Core3, Interlock1, or Interlock2 indicating the region considered. Field: Ring Field is Imported: Yes Format: Controlled by program Units: Unitless This is either 1, 2 or 3 the ring considered in the specified region. Field: LBarMat Field is Imported: Yes Format: Controlled by program Units: Text The material property associated with the Caltrans shape Longitudinal Rebar. Field: NumBuns Field is Imported: Yes Format: Controlled by program Units: Unitless The number of rebar bundles in the specified ring in the specified region. Table: Section Designer Properties 27 - Caltrans Longitudinal Rebar Field: SectionName Page 1261 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: BunType Field is Imported: Yes Format: Controlled by program Units: Text This is either 1 Bar, 2 Bar Perimeter, 2 Bar Radial, or 3 Bar Triangle indicating the rebar bundle type. Field: BunBarSize Field is Imported: Yes Format: Controlled by program Units: Text This is either User Area or a rebar size for the bundled bars. User Area means that a rebar area is specified instead of a rebar size. Field: BunBarArea Field is Imported: Yes Format: Area (Section Dimensions section of form) Units: Length2 The area of a bundled bar. This item only applies when the BunBarSize item is User Area. Table: Section Designer Properties 28 - Caltrans Longitudinal Tendons Field: SectionName Field is Imported: Yes Format: Controlled by program Units: Text The name of a Section Designer section that has been defined in the Frame Section Properties 01 - General table. Field: ShapeName Field is Imported: Yes Format: Controlled by program Units: Text The shape name. Field: TendonMat Field is Imported: Yes Format: Controlled by program Units: Text The material property associated with the Caltrans shape Longitudinal Tendons. Table: Section Designer Properties 28 - Caltrans Longitudinal Tendons Field: BunType Page 1262 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: XCenter Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The X coordinate of the center of the prestressing tendon in the Section Designer coordinate system. Field: YCenter Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The Y coordinate of the center of the prestressing tendon in the Section Designer coordinate system. Field: Area Field is Imported: Yes Format: Area (Section Dimensions section of form) Units: Length2 The cross-sectional area of the prestressing tendon. Field: Tension Field is Imported: Yes Format: Force (Forces section of form) Units: Force The tension force in the prestressing tendon. Table: Section Designer Properties 29 - Caltrans Confinement Rebar Field: SectionName Field is Imported: Yes Format: Controlled by program Units: Text The name of a Section Designer section that has been defined in the Frame Section Properties 01 - General table. Field: ShapeName Field is Imported: Yes Format: Controlled by program Units: Text The shape name. Table: Section Designer Properties 29 - Caltrans Confinement Rebar Field: XCenter Page 1263 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Region Field is Imported: Yes Format: Controlled by program Units: Text This is either Core1, Core2, or Core3 indicating the region considered. Field: Ring Field is Imported: Yes Format: Controlled by program Units: Unitless This is either 1, 2 or 3 the ring considered in the specified region. Field: CnfBarMat Field is Imported: Yes Format: Controlled by program Units: Text The material property associated with the Caltrans shape Confinement Rebar. Field: CnfType Field is Imported: Yes Format: Controlled by program Units: Text This is either Hoop, Spiral, Ties or Wire indicating the confinement type. Field: CnfBarSize Field is Imported: Yes Format: Controlled by program Units: Text This is either User Area or a rebar size for the confinement bars. User Area means that a rebar area is specified instead of a rebar size. Field: CnfBarArea Field is Imported: Yes Format: Area (Section Dimensions section of form) Units: Length2 The area of a confinement bar. This item only applies when the CnfBarSize item is User Area. Table: Section Designer Properties 29 - Caltrans Confinement Rebar Field: Region Page 1264 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: CnfLngSpcg Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The longitudinal spacing of the confinement rebar. Table: Section Designer Properties 30 - Fiber General Field: SectionName Field is Imported: Yes Format: Controlled by program Units: Text The name of a Section Designer section that has been defined in the Frame Section Properties 01 - General table. Field: NumFibersD2 Field is Imported: Yes Format: Controlled by program Units: Text The number of fiber grid spaces in axis-2 direction. Field: NumFibersD3 Field is Imported: Yes Format: Controlled by program Units: Text The number of fiber grid spaces in axis-3 direction. Field: CoordSys Field is Imported: Yes Format: Controlled by program Units: Text This item is either Cartesian or Cylindrical coordinate system. Field: GridAngle Field is Imported: Yes Format: Controlled by program Units: Text The angle of fiber gridline with respect to the coordinate system of Section Designer. Table: Section Designer Properties 30 - Fiber General Field: CnfLngSpcg Page 1265 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: LumpRebar Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the rebars within each fiber grid are lumped. Field: FiberPMM Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the PMM interaction surface is calculated using the fiber model. Field: FiberMC Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the Moment-Curvature curve is calculated using the fiber model. Table: Solid Auto Mesh Assignments Field: Solid Field is Imported: Yes Format: Controlled by program Units: Text Label of a Solid object. Field: AutoMesh Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the solid object is to be (internally) automatically meshed by the program for analysis. Field: MeshType Field is Imported: Yes Format: Controlled by program Units: Text This is either Number of Elements or Maximum Size indicating the type of automatic meshing specified. Table: Solid Auto Mesh Assignments Field: LumpRebar Page 1266 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Number of Elements means that the solid object is meshed into Number1 by Number2 by Number3 elements. Maximum Size means that the solid object is meshed into elements no larger than the size specified by Max1, Max2 and Max3. Field: Number1 Field is Imported: Yes Format: Controlled by program Units: Unitless If the AutoMesh item is Yes, and the MeshType item is Number of Elements then the solid object is to be (internally) automatically meshed into Number1 by Number2 by Number3 elements by the program for analysis. Number1 is the number of elements along the edge of the solid object from Point 1 to Point 2 of the solid object. Number2 is the number of elements along the edge of the solid object from Point 1 to Point 3 of the solid object. Number3 is the number of elements along the edge of the solid object from Point 1 to Point 5 of the solid object. Field: Number2 Field is Imported: Yes Format: Controlled by program Units: Unitless If the AutoMesh item is Yes, and the MeshType item is Number of Elements then the solid object is to be (internally) automatically meshed into Number1 by Number2 by Number3 elements by the program for analysis. Number1 is the number of elements along the edge of the solid object from Point 1 to Point 2 of the solid object. Number2 is the number of elements along the edge of the solid object from Point 1 to Point 3 of the solid object. Number3 is the number of elements along the edge of the solid object from Point 1 to Point 5 of the solid object. Field: Number3 Field is Imported: Yes Format: Controlled by program Units: Unitless If the AutoMesh item is Yes, and the MeshType item is Number of Elements then the solid object is to be (internally) automatically meshed into Number1 by Number2 by Number3 elements by the program for analysis. Table: Solid Auto Mesh Assignments Field: Number1 Page 1267 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Number1 is the number of elements along the edge of the solid object from Point 1 to Point 2 of the solid object. Number2 is the number of elements along the edge of the solid object from Point 1 to Point 3 of the solid object. Number3 is the number of elements along the edge of the solid object from Point 1 to Point 5 of the solid object. Field: Max1 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length If the AutoMesh item is Yes, and the MeshType item is Maximum Size then the solid object is to be (internally) automatically meshed into elements no larger than the size specified by Max1, Max2 and Max3. Max1 is the maximum size of elements along the edge of the solid object from Point 1 to Point 2 of the solid object. Max2 is the maximum size of elements along the edge of the solid object from Point 1 to Point 3 of the solid object. Max3 is the maximum size of elements along the edge of the solid object from Point 1 to Point 5 of the solid object. Field: Max2 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length If the AutoMesh item is Yes, and the MeshType item is Maximum Size then the solid object is to be (internally) automatically meshed into elements no larger than the size specified by Max1, Max2 and Max3. Max1 is the maximum size of elements along the edge of the solid object from Point 1 to Point 2 of the solid object. Max2 is the maximum size of elements along the edge of the solid object from Point 1 to Point 3 of the solid object. Max3 is the maximum size of elements along the edge of the solid object from Point 1 to Point 5 of the solid object. Table: Solid Auto Mesh Assignments Field: Max1 Page 1268 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Max3 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length If the AutoMesh item is Yes, and the MeshType item is Maximum Size then the solid object is to be (internally) automatically meshed into elements no larger than the size specified by Max1, Max2 and Max3. Max1 is the maximum size of elements along the edge of the solid object from Point 1 to Point 2 of the solid object. Max2 is the maximum size of elements along the edge of the solid object from Point 1 to Point 3 of the solid object. Max3 is the maximum size of elements along the edge of the solid object from Point 1 to Point 5 of the solid object. Field: AddSupport Field is Imported: Yes Format: Controlled by program Units: Yes/No Yes means a restraint degree of freedom (or constraint) is to be added to new joints along the edges of the solid object if both adjacent corners have that degree of freedom restrained (constrained). No mean no additional restraints (constraints) are added. This item only applies if the object is to be automatically meshed. Field: AddSuppSurf Field is Imported: Yes Format: Controlled by program Units: Yes/No Yes means a restraint degree of freedom (or constraint) is to be added to new joints on the surfaces of the solid object if all four corners of the surface have that degree of freedom restrained (constrained). No mean no additional restraints (constraints) are added. This item only applies if the object is to be automatically meshed. Table: Solid Bridge Object Flags Field: Solid Field is Imported: Yes Format: Controlled by program Units: Text Label of a Solid object. Table: Solid Bridge Object Flags Field: Max3 Page 1269 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: AutoBridge Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the solid object is automatically created from a bridge object. Otherwise it is No. Field: BridgeObj Field is Imported: Yes Format: Controlled by program Units: Text The name of the bridge object with which this solid object is associated. Field: BOSpan Field is Imported: Yes Format: Controlled by program Units: Text The name of the span in the bridge object with which this solid object is associated. Field: CompType Field is Imported: Yes Format: Controlled by program Units: Text This is either Top Slab, Bottom Slab or Girder indicating the portion of the bridge object with which this solid object is associated. Field: StartSta Field is Imported: Yes Format: Coordinates (Structure Dimensions section of form) Units: Length The station along the bridge object at which the specified solid starts. Field: EndSta Field is Imported: Yes Format: Coordinates (Structure Dimensions section of form) Units: Length The station along the bridge object at which the specified solid ends. Table: Solid Bridge Object Flags Field: AutoBridge Page 1270 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Solid Edge Constraint Assignments Field: Solid Field is Imported: Yes Format: Controlled by program Units: Text Label of a Solid object. Field: Constrained Field is Imported: Yes Format: Controlled by program Units: Yes/No Yes means that line constraints are automatically applied to the edges of the solid object. Table: Solid Loads - Gravity Field: Solid Field is Imported: Yes Format: Controlled by program Units: Text Label of a Solid object. Field: LoadPat Field is Imported: Yes Format: Controlled by program Units: Text Label of the load pattern to which the specified load applies. Field: CoordSys Field is Imported: Yes Format: Controlled by program Units: Text Label of the coordinate system in which the gravity loads are defined. Field: MultiplierX Field is Imported: Yes Format: Controlled by program Units: Unitless The applied gravity load in the X-direction of the specified coordinate system is equal to the self weight of the object times the MultiplierX scale factor. Table: Solid Edge Constraint Assignments Field: Solid Page 1271 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: MultiplierY Field is Imported: Yes Format: Controlled by program Units: Unitless The applied gravity load in the Y-direction of the specified coordinate system is equal to the self weight of the object times the MultiplierY scale factor. Field: MultiplierZ Field is Imported: Yes Format: Controlled by program Units: Unitless The applied gravity load in the Z-direction of the specified coordinate system is equal to the self weight of the object times the MultiplierZ scale factor. Table: Solid Loads - Pore Pressure Field: Solid Field is Imported: Yes Format: Controlled by program Units: Text Label of a Solid object. Field: LoadPat Field is Imported: Yes Format: Controlled by program Units: Text Label of the load pattern to which the specified load applies. Field: Pressure Field is Imported: Yes Format: Force/Area (Forces section of form) Units: Force/Length2 The pore pressure load applied to the specified face of the Solid object. Field: JtPattern Field is Imported: Yes Format: Controlled by program Units: Text Label of a Joint Pattern of scale factors that multiply the specified pressure. If no joint pattern is specified then this item is reported as None. Table: Solid Loads - Pore Pressure Field: MultiplierY Page 1272 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Solid Loads - Strain Field: Solid Field is Imported: Yes Format: Controlled by program Units: Text Label of a Solid object. Field: LoadPat Field is Imported: Yes Format: Controlled by program Units: Text Label of the load pattern to which the specified load applies. Field: Component Field is Imported: Yes Format: Controlled by program Units: Text The solid object local component to which the specified strain load is applied. This is either Strain11, Strain22, Strain33, Strain12, Strain13 or Strain23. Field: Strain Field is Imported: Yes Format: Controlled by program Units: Unitless The strain load applied to the specified component of the object. Field: JtPattern Field is Imported: Yes Format: Controlled by program Units: Text Label of a Joint Pattern of scale factors that multiply the specified strain or curvature. If no joint pattern is specified then this item is reported as None. Table: Solid Loads - Surface Pressure Field: Solid Field is Imported: Yes Format: Controlled by program Units: Text Label of a Solid object. Table: Solid Loads - Strain Field: Solid Page 1273 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: LoadPat Field is Imported: Yes Format: Controlled by program Units: Text Label of the load pattern to which the specified load applies. Field: Face Field is Imported: Yes Format: Controlled by program Units: Text The face of the Solid object to which the pressure load is applied. Field: Pressure Field is Imported: Yes Format: Force/Area (Forces section of form) Units: Force/Length2 The surface pressure load applied to the specified face of the Solid object. Field: JtPattern Field is Imported: Yes Format: Controlled by program Units: Text Label of a Joint Pattern of scale factors that multiply the specified pressure. If no joint pattern is specified then this item is reported as None. Table: Solid Loads - Temperature Field: Solid Field is Imported: Yes Format: Controlled by program Units: Text Label of a Solid object. Field: LoadPat Field is Imported: Yes Format: Controlled by program Units: Text Label of the load pattern to which the specified load applies. Table: Solid Loads - Temperature Field: LoadPat Page 1274 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Temp Field is Imported: Yes Format: Temperature Change (Forces section of form) Units: Temp The temperature assignment to the Solid object. Field: JtPattern Field is Imported: Yes Format: Controlled by program Units: Text Label of a Joint Pattern of scale factors that multiply the specified temperature. If no joint pattern is specified then this item is reported as None. Table: Solid Local Axes Assignments 1 - Typical Field: Solid Field is Imported: Yes Format: Controlled by program Units: Text Name of the solid object. Field: AngleA Field is Imported: Yes Format: Angles (Structure Dimensions section of form) Units: Degrees AngleA, AngleB and AngleC define the rotation of the solid local coordinate system relative to the coordinate system determined from the reference vectors. In the case where the default reference vectors are used, the angles define the orientation of the solid local coordinate system with respect to the global axes. The orientation of the solid local coordinate system is obtained according to the following procedure: (1) The local system is first rotated about its +3 axis by AngleA. (2) The local system is next rotated about its resulting +2 axis by AngleB. (3) The local system is lastly rotated about its resulting +1 axis by AngleC. Note that the order in which these rotations are performed is important. Field: AngleB Field is Imported: Yes Format: Angles (Structure Dimensions section of form) Units: Degrees AngleA, AngleB and AngleC define the rotation of the solid local coordinate system relative to the coordinate system determined from the reference vectors. In the case Table: Solid Local Axes Assignments 1 - Typical Field: Temp Page 1275 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation where the default reference vectors are used, the angles define the orientation of the solid local coordinate system with respect to the global axes. The orientation of the solid local coordinate system is obtained according to the following procedure: (1) The local system is first rotated about its +3 axis by AngleA. (2) The local system is next rotated about its resulting +2 axis by AngleB. (3) The local system is lastly rotated about its resulting +1 axis by AngleC. Note that the order in which these rotations are performed is important. Field: AngleC Field is Imported: Yes Format: Angles (Structure Dimensions section of form) Units: Degrees AngleA, AngleB and AngleC define the rotation of the solid local coordinate system relative to the coordinate system determined from the reference vectors. In the case where the default reference vectors are used, the angles define the orientation of the solid local coordinate system with respect to the global axes. The orientation of the solid local coordinate system is obtained according to the following procedure: (1) The local system is first rotated about its +3 axis by AngleA. (2) The local system is next rotated about its resulting +2 axis by AngleB. (3) The local system is lastly rotated about its resulting +1 axis by AngleC. Note that the order in which these rotations are performed is important. Field: AdvanceAxes Field is Imported: No Format: Controlled by program Units: Yes/No This item is Yes if an advanced method is used to define the local axes reference vectors for the solid object. Otherwise it is No meaning that the default reference vectors are used. In the default system the solid object positive local 1, 2 and 3 axes are parallel to the global positive X, Y and Z axes, respectively. In the advanced system the solid object local axes are defined with respect to user-defined reference vectors. Note that when the advanced system is used, the specified Angle is applied to the local axes orientation defined by the user specified reference vectors. Table: Solid Local Axes Assignments 1 - Typical Field: AngleC Page 1276 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Solid Local Axes Assignments 2 - Advanced Field: Solid Field is Imported: Yes Format: Controlled by program Units: Text Name of the solid object. Field: LocalPlane Field is Imported: Yes Format: Controlled by program Units: Text This item indicates the local plane that is to be determined by the plane reference vector. It is either 12, 13, 21, 23, 31, or 32. Field: AxOption1 Field is Imported: Yes Format: Controlled by program Units: Text This is either Coord Dir, Two Joints or User Vector indicating the first method used to determine the axial reference vector. Field: AxCoordSys Field is Imported: Yes Format: Controlled by program Units: Text The coordinate system used to define the axial reference vector coordinate direction and the axial user vector. Field: AxCoordDir Field is Imported: Yes Format: Controlled by program Units: Text Axial coordinate direction taken at the joint in the specified coordinate system and used to define the axis reference vector. It may be one of +X, +Y, +Z, +CR, +CA, +CZ, +SB, +SA, +SR, -X, -Y, -Z, -CR, -CA, -CZ, -SB, -SA, -SR. Table: Solid Local Axes Assignments 2 - Advanced Field: Solid Page 1277 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: AxVecJt1 Field is Imported: Yes Format: Controlled by program Units: Text AxVecJt1 and AxVecJt2 are the labels of two joints that define the axis reference vector. If one of these items is reported as None then it means the center of the solid object. If both of these items is reported as None then this option is not used to define the axis reference vector. Field: AxVecJt2 Field is Imported: Yes Format: Controlled by program Units: Text AxVecJt1 and AxVecJt2 are the labels of two joints that define the axis reference vector. If one of these items is reported as None then it means the center of the solid object. If both of these items is reported as None then this option is not used to define the axis reference vector. Field: PlOption1 Field is Imported: Yes Format: Controlled by program Units: Text This is either Coord Dir, Two Joints or User Vector indicating the first method used to determine the plane reference vector. Field: PlCoordSys Field is Imported: Yes Format: Controlled by program Units: Text The coordinate system used to define the plane reference vector coordinate directions and the plane user vector. Field: CoordDir1 Field is Imported: Yes Format: Controlled by program Units: Text The primary coordinate direction taken at the joint in the specified coordinate system. It is used to determine the plane reference vector. It may be one of +X, +Y, +Z, +CR, +CA, +CZ, +SB, +SA, +SR, -X, -Y, -Z, -CR, -CA, -CZ, -SB, -SA, -SR. Table: Solid Local Axes Assignments 2 - Advanced Field: AxVecJt1 Page 1278 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: CoordDir2 Field is Imported: Yes Format: Controlled by program Units: Text The secondary coordinate direction taken at the joint in the specified coordinate system. It is used to determine the plane reference vector. It may be one of +X, +Y, +Z, +CR, +CA, +CZ, +SB, +SA, +SR, -X, -Y, -Z, -CR, -CA, -CZ, -SB, -SA, -SR. Field: PlVecJt1 Field is Imported: Yes Format: Controlled by program Units: Text PlVecJt1 and PlVecJt2 are the labels of two joints that define the plane reference vector. Either of these items may be specified as None to indicate the center of the solid object. If both PlVecJt1 and PlVecJt2 are specified as None then they are not used to define the plane reference vector. Field: PlVecJt2 Field is Imported: Yes Format: Controlled by program Units: Text PlVecJt1 and PlVecJt2 are the labels of two joints that define the plane reference vector. Either of these items may be specified as None to indicate the center of the solid object. If both PlVecJt1 and PlVecJt2 are specified as None then they are not used to define the plane reference vector. Field: AxVecX Field is Imported: Yes Format: Controlled by program Units: Unitless The X direction component of the axis reference vector in the coordinate system defined by the CoordSys item. Field: AxVecY Field is Imported: Yes Format: Controlled by program Units: Unitless The Y direction component of the axis reference vector in the coordinate system defined by the CoordSys item. Table: Solid Local Axes Assignments 2 - Advanced Field: CoordDir2 Page 1279 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: AxVecZ Field is Imported: Yes Format: Controlled by program Units: Unitless The Z direction component of the axis reference vector in the coordinate system defined by the CoordSys item. Field: PlVecX Field is Imported: Yes Format: Controlled by program Units: Unitless The X direction component of the plane reference vector in the coordinate system defined by the CoordSys item. Field: PlVecY Field is Imported: Yes Format: Controlled by program Units: Unitless The Y direction component of the plane reference vector in the coordinate system defined by the CoordSys item. Field: PlVecZ Field is Imported: Yes Format: Controlled by program Units: Unitless The Z direction component of the plane reference vector in the coordinate system defined by the CoordSys item. Table: Solid Material Temperatures Field: Solid Field is Imported: Yes Format: Controlled by program Units: Text Label of a Solid object. Field: Temp Field is Imported: Yes Format: Temperature (Forces section of form) Units: Temp The Solid object material temperature. Table: Solid Material Temperatures Field: AxVecZ Page 1280 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: JtPattern Field is Imported: Yes Format: Controlled by program Units: Text Label of a Joint Pattern of scale factors that multiply the specified temperature. If no joint pattern is specified then this item is reported as None. Table: Solid Property Assignments Field: Solid Field is Imported: Yes Format: Controlled by program Units: Text Label of a Solid object. Field: SolidProp Field is Imported: Yes Format: Controlled by program Units: Text Name of the solid property assigned to the solid section. Table: Solid Property Definitions Field: SolidProp Field is Imported: Yes Format: Controlled by program Units: Text Name of the solid property assigned to the solid section. Field: Material Field is Imported: Yes Format: Controlled by program Units: Text Name of the material property assigned to the solid section. Field: MatAngleA Field is Imported: Yes Format: Angles (Structure Dimensions section of form) Units: Degrees The material angle A assignment to the Solid object. Table: Solid Property Assignments Field: JtPattern Page 1281 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: MatAngleB Field is Imported: Yes Format: Angles (Structure Dimensions section of form) Units: Degrees The material angle B assignment to the Solid object. Field: MatAngleC Field is Imported: Yes Format: Angles (Structure Dimensions section of form) Units: Degrees The material angle C assignment to the Solid object. Field: InComp Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if incompatible bending modes are included in the stiffness formulation. Otherwise it is No. In general, incompatible modes significantly improve the bending behavior of the object. Field: Color Field is Imported: Yes Format: Controlled by program Units: Text This is either a defined color or an integer representation of the color associated with the property. The possible defined colors are Black, Red, Orange, Yellow, Green, Cyan, Blue, Magenta, White, Dark Red, Dark Yellow, Dark Green, Dark Cyan, Dark Blue, Dark Magenta, Gray1, Gray2, Gray3, Gray4, Gray5, Gray6, Gray7 and Gray8. Gray1 is a light gray and Gray8 is a dark gray. Field: GUID Field is Imported: Yes Format: Controlled by program Units: Text The global unique identifier (GUID) for the specified solid property. Table: Solid Property Definitions Field: MatAngleB Page 1282 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Notes Field is Imported: Yes Format: Controlled by program Units: Text User notes for the specified solid property. Field: TotalWt Field is Imported: No Format: Weight (Mass and Weight section of form) Units: Force Total weight of all objects in the model that are assigned the specified solid property. Field: TotalMass Field is Imported: No Format: Mass (Mass and Weight section of form) Units: Force-Sec2/Length Total mass of all objects in the model that are assigned the specified solid property. Table: Solid Property Definitions - Bridge Object Flags Field: SolidProp Field is Imported: Yes Format: Controlled by program Units: Text Label of the solid section property. Field: AutoBridge Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the solid property is an automatically created bridge section. Otherwise it is No. Field: BridgeObj Field is Imported: Yes Format: Controlled by program Units: Text The name of the bridge object with which this solid property is associated. Table: Solid Property Definitions - Bridge Object Flags Field: Notes Page 1283 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Solid Spring Assignments Field: Solid Field is Imported: Yes Format: Controlled by program Units: Text Label of a Solid object. Field: Type Field is Imported: Yes Format: Controlled by program Units: Text This is either Simple or Link Property indicating the type of spring specified. Field: Stiffness Field is Imported: Yes Format: Trans Stiffness/Area (Stiffness section of form) Units: Force/Length/Length2 Spring stiffness per unit area on the specified face of the solid object in the direction specified. This item only applies when the Type item is Simple. Field: SimpleType Field is Imported: Yes Format: Controlled by program Units: Text This is either Tension and Compression, Compression Only, or Tension Only indicating the type of simple spring specified. Field: LinkProp Field is Imported: Yes Format: Controlled by program Units: Text The name of the link property assigned to the spring. This item only applies when the Type item is Link Property. Field: Face Field is Imported: Yes Format: Controlled by program Units: Text The face of the solid object to which the specified springs are applied. Table: Solid Spring Assignments Field: Solid Page 1284 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Dir1Type Field is Imported: Yes Format: Controlled by program Units: Text This is either Object Axes, Normal To Face, or User Vector indicating the method used to define the tension direction for simple springs or the link local 1-axis direction for Link Property springs. Field: Dir Field is Imported: Yes Format: Controlled by program Units: Text This is either -3, -2, -1, 1, 2 or 3 indicating the tension direction for simple springs or the link local 1-axis direction for Link Property springs. The -3, -2, -1, 1, 2 and 3 items refer to the solid object local axes directions. This item only applies when the Dir1Type item is Object Axes. Field: NormalDir Field is Imported: Yes Format: Controlled by program Units: Text This is either Inward, or Outward indicating the orientation of the tension direction for simple springs or the link local 1-axis direction for Link Property springs when they are oriented normal to a face. This item only applies when the Dir1Type item is Normal To Face. Field: CoordSys Field is Imported: Yes Format: Controlled by program Units: Text The coordinate system in which a user vector is specified to define the tension direction for simple springs or the link local 1-axis direction for Link Property springs. This item only applies when the Dir1Type item is User Vector. Field: VecX Field is Imported: Yes Format: Controlled by program Units: Unitless VecX, VecY and VecZ define the X, Y and Z (or 1, 2 and 3) components of the user specified direction vector for the tension direction for simple springs or the link local Table: Solid Spring Assignments Field: Dir1Type Page 1285 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation 1-axis direction for Link Property springs. VecX, VecY and VecZ are in the coordinate system specified by the CoordSys item. This item only applies when the Dir1Type item is User Vector. Field: VecY Field is Imported: Yes Format: Controlled by program Units: Unitless VecX, VecY and VecZ define the X, Y and Z (or 1, 2 and 3) components of the user specified direction vector for the tension direction for simple springs or the link local 1-axis direction for Link Property springs. VecX, VecY and VecZ are in the coordinate system specified by the CoordSys item. This item only applies when the Dir1Type item is User Vector. Field: VecZ Field is Imported: Yes Format: Controlled by program Units: Unitless VecX, VecY and VecZ define the X, Y and Z (or 1, 2 and 3) components of the user specified direction vector for the tension direction for simple springs or the link local 1-axis direction for Link Property springs. VecX, VecY and VecZ are in the coordinate system specified by the CoordSys item. This item only applies when the Dir1Type item is User Vector. Field: Axis2Angle Field is Imported: Yes Format: Angles (Structure Dimensions section of form) Units: Degrees The angle in degrees that the link local 2 axis is rotated from its default orientation. This item only applies when the Type item is Link Property. Table: Solid Vehicle Response Component Overwrites Field: Solid Field is Imported: Yes Format: Controlled by program Units: Text Label of a Solid object. Table: Solid Vehicle Response Component Overwrites Field: VecY Page 1286 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Usage Field is Imported: Yes Format: Controlled by program Units: Text This is either AASHTO HL - Superstructure, AASHTO HL - Reaction, or AASHTO H & HS Superstructure indicating the vehicle type and structural member type to which the overwrite applies. AASHTO HL - Superstructure refers to the superstructure negative moments over supports and applies to AASHTO H, HS and HL loading. AASHTO HL - Reaction refers to reactions at interior supports (piers) and applies only to AASHTO HL loaoding. AASHTO H & HS Superstructure refers to superstructure moments (positive or negative) and applies to AASHTO H and HS loading. Field: Component Field is Imported: Yes Format: Controlled by program Units: Text This is either S11, S22, S33, S12, S13, or S23 indicating the output component to which the overwrite applies. Field: Status Field is Imported: Yes Format: Controlled by program Units: Text This is either Do Not Use, Use Positive Values, Use Negative Values, or Use All Values indicating the portion of the output for the specified component to which the overwrite applies. Table: Tables Automatically Saved After Analysis Field: SaveFile Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if an Microsoft Access or Excel tabular file is to be saved after an analysis is complete. Otherwise it is No. Table: Tables Automatically Saved After Analysis Field: Usage Page 1287 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: FileName Field is Imported: Yes Format: Controlled by program Units: Text The file name and extension to be used for the automatically created tabular file. Do not include a path with the file name; the file is automatically created in the same directory as the SAP2000 SDB file. Examples of the file name expected here include MyModel.mdb and MyModel.xls. This item is only applicable when the SaveFile item is Yes. If the file name extension is xls then a Microsoft Excel file is created, otherwise a Microsoft Access File is created. Field: NamedSet Field is Imported: Yes Format: Controlled by program Units: Text This is either None or the name of a defined database tables named set. Only tables that are in the specified named set will be included in the automatically created tabular file. If None is selected then a tabular file is not created. This item is only applicable when the SaveFile item is Yes. Field: Group Field is Imported: Yes Format: Controlled by program Units: Text The name of a defined group. In general data is only provided for objects included in this group. Specify group ALL to include data for all groups. This item is only applicable when the SaveFile item is Yes. Table: Tendon Bridge Object Flags Field: Tendon Field is Imported: Yes Format: Controlled by program Units: Text Label of a Tendon object. Field: AutoBridge Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the tendon object is automatically created from a bridge object. Otherwise it is No. Table: Tendon Bridge Object Flags Field: FileName Page 1288 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: BridgeObj Field is Imported: Yes Format: Controlled by program Units: Text The name of the bridge object with which this tendon object is associated. Field: StartSta Field is Imported: Yes Format: Coordinates (Structure Dimensions section of form) Units: Length The station along the bridge object at which the specified tendon starts. Field: EndSta Field is Imported: Yes Format: Coordinates (Structure Dimensions section of form) Units: Length The station along the bridge object at which the specified tendon ends. Table: Tendon Layout Data 01 - General Field: Tendon Field is Imported: Yes Format: Controlled by program Units: Text Label of a Tendon object. Field: MaxDiscLen Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The maximum discretization length for the tendon object. Field: LoadGroup Field is Imported: Yes Format: Controlled by program Units: Text The tendon transfers its load to any object that is in the specified load group. Table: Tendon Layout Data 01 - General Field: BridgeObj Page 1289 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: NumSegs Field is Imported: No Format: Controlled by program Units: Unitless The total number of tendon layout segments. The first segment always specifies the start of the tendon. Table: Tendon Layout Data 02 - Segments Field: Tendon Field is Imported: Yes Format: Controlled by program Units: Text Label of a Tendon object. Field: SegType Field is Imported: Yes Format: Controlled by program Units: Text The segment type for the specified segment of the tendon. This is one of the following: Start of Tendon Linear Parabola Intermediate Point Parabola End PointCircle Intermediate Point Circle End Point. Field: XGlobal Field is Imported: Yes Format: Coordinates (Structure Dimensions section of form) Units: Length The global X coordinate of the tendon at the end of the specified segment. Field: YGlobal Field is Imported: Yes Format: Coordinates (Structure Dimensions section of form) Units: Length The global Y coordinate of the tendon at the end of the specified segment. Table: Tendon Layout Data 02 - Segments Field: NumSegs Page 1290 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ZGlobal Field is Imported: Yes Format: Coordinates (Structure Dimensions section of form) Units: Length The global Z coordinate of the tendon at the end of the specified segment. Table: Tendon Loads - Deformation Field: Tendon Field is Imported: Yes Format: Controlled by program Units: Text Label of a Tendon object. Field: LoadPat Field is Imported: Yes Format: Controlled by program Units: Text Label of the load pattern to which the specified load applies. Field: IncludeU1 Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if a deformation is specified for the U1 degree of freedom. Otherwise it is No. Field: U1 Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length This item is the deformation specified for the U1 degree of freedom. Table: Tendon Loads - Gravity Field: Tendon Field is Imported: Yes Format: Controlled by program Units: Text Label of a Tendon object. Table: Tendon Loads - Deformation Field: ZGlobal Page 1291 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: LoadPat Field is Imported: Yes Format: Controlled by program Units: Text Label of the load pattern to which the specified load applies. Field: CoordSys Field is Imported: Yes Format: Controlled by program Units: Text Label of the coordinate system in which the gravity loads are defined. Field: MultiplierX Field is Imported: Yes Format: Controlled by program Units: Unitless The applied gravity load in the X-direction of the specified coordinate system is equal to the self weight of the object times the MultiplierX scale factor. Field: MultiplierY Field is Imported: Yes Format: Controlled by program Units: Unitless The applied gravity load in the Y-direction of the specified coordinate system is equal to the self weight of the object times the MultiplierY scale factor. Field: MultiplierZ Field is Imported: Yes Format: Controlled by program Units: Unitless The applied gravity load in the Z-direction of the specified coordinate system is equal to the self weight of the object times the MultiplierZ scale factor. Table: Tendon Loads - Strain Field: Tendon Field is Imported: Yes Format: Controlled by program Units: Text Label of a Tendon object. Table: Tendon Loads - Strain Field: LoadPat Page 1292 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: LoadPat Field is Imported: Yes Format: Controlled by program Units: Text Label of the load pattern to which the specified load applies. Field: Component Field is Imported: Yes Format: Controlled by program Units: Text The line object local component to which the specified strain load is applied. This is either Strain11, Strain12, Strain13, Curvature1, Curvature2 or Curvature3. Field: Strain Field is Imported: Yes Format: Controlled by program Units: Unitless The strain load applied to the specified component of the object. Field: JtPattern Field is Imported: Yes Format: Controlled by program Units: Text Label of a Joint Pattern of scale factors that multiply the specified strain or curvature. If no joint pattern is specified then this item is reported as None. Table: Tendon Loads - Target Force Field: Tendon Field is Imported: Yes Format: Controlled by program Units: Text Label of a Tendon object. Field: LoadPat Field is Imported: Yes Format: Controlled by program Units: Text Label of the load pattern to which the specified load applies. Table: Tendon Loads - Target Force Field: LoadPat Page 1293 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: IncludeP Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if a target force is specified for the P degree of freedom. Otherwise it is No. Field: P Field is Imported: Yes Format: Force (Forces section of form) Units: Force This item is the target force specified for the P degree of freedom. Field: RelLocP Field is Imported: Yes Format: Controlled by program Units: Unitless This item is the relative distance along the object where the target force specified for the P degree of freedom is located. Table: Tendon Loads - Temperature Field: Tendon Field is Imported: Yes Format: Controlled by program Units: Text Label of a Tendon object. Field: LoadPat Field is Imported: Yes Format: Controlled by program Units: Text Label of the load pattern to which the specified load applies. Field: Type Field is Imported: Yes Format: Controlled by program Units: Text This item is either Temperature, Gradient2, or Gradient3 indicating the type of temperature load applied to the object. Table: Tendon Loads - Temperature Field: IncludeP Page 1294 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Temp Field is Imported: Yes Format: Temperature Change (Forces section of form) Units: Temp The temperature assignment to the Frame object. Field: JtPattern Field is Imported: Yes Format: Controlled by program Units: Text The label of a Joint Pattern of scale factors multiplying the temperature change and temperature gradient values. If no pattern is specified then a unit scale factor is assumed at every joint. Field: AutoBridge Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the temperature load assignment to the frame object is automatically created from a bridge object. Otherwise it is No. Field: BridgeObj Field is Imported: Yes Format: Controlled by program Units: Text The name of the bridge object with which this temperature load assignment is associated.This item only applies when the AutoBridge item is True. Table: Tendon Loads - Tension Force Or Stress Field: Tendon Field is Imported: Yes Format: Controlled by program Units: Text Label of a Tendon object. Field: LoadPat Field is Imported: Yes Format: Controlled by program Units: Text Label of the load pattern to which the specified load applies. Table: Tendon Loads - Tension Force Or Stress Field: Temp Page 1295 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: LoadType Field is Imported: Yes Format: Controlled by program Units: Text This is either Force or Stress indicating the type of tension load specified. Field: Force Field is Imported: Yes Format: Force (Forces section of form) Units: Force This tendon tension force. Field: Stress Field is Imported: Yes Format: Stress Input (Stresses section of form) Units: Force/Length2 This tendon tension stress. Field: JackFrom Field is Imported: Yes Format: Controlled by program Units: Text This is either 'I-End', 'J-End' or 'Both' indicating where the jacking occurs. Field: Curvature Field is Imported: Yes Format: Controlled by program Units: Unitless The curvature coefficient used in calculating friction losses. Field: Wobble Field is Imported: Yes Format: 1/Length (Miscellaneous section of form) Units: 1/Length The wobble coefficient used in calculating the wobble (length) effect portion of the friction losses. Field: LossAnchor Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The tendon slip distance when an anchor is set. Table: Tendon Loads - Tension Force Or Stress Field: LoadType Page 1296 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: LossEShort Field is Imported: Yes Format: Stress Input (Stresses section of form) Units: Force/Length2 The stress loss because of elastic shortening. When the tendoned is modeled using elements this loss is in addition to any loss calculated by analysis. Field: LossCreep Field is Imported: Yes Format: Stress Input (Stresses section of form) Units: Force/Length2 The stress loss because of concrete creep. When the tendoned is modeled using elements this loss is in addition to any loss calculated by analysis. Field: LossShrink Field is Imported: Yes Format: Stress Input (Stresses section of form) Units: Force/Length2 The stress loss because of concrete shrinkage. When the tendoned is modeled using elements this loss is in addition to any loss calculated by analysis. Field: LossSRelax Field is Imported: Yes Format: Stress Input (Stresses section of form) Units: Force/Length2 The stress loss because of prestressing steel relaxation. When the tendoned is modeled using elements this loss is in addition to any loss calculated by analysis. Field: AutoBridge Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the tendon load is automatically created from a bridge object. Otherwise it is No. Table: Tendon Loads - Tension Force Or Stress Field: LossEShort Page 1297 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: BridgeObj Field is Imported: Yes Format: Controlled by program Units: Text The name of the bridge object with which this tendon load is associated. This item only applies when the tendon load is an AutoBridge load. Table: Tendon Local Axes Assignments 1 - Typical Field: Tendon Field is Imported: Yes Format: Controlled by program Units: Text Label of a Tendon object. Field: Angle Field is Imported: Yes Format: Angles (Structure Dimensions section of form) Units: Degrees The angle that the local 2 and 3 axes are rotated about the positive local 1 axis, from the default orientation or from the orientation determined by the plane reference vector. The rotation for a positive angle appears counterclockwise when the local +1 axis is pointing toward you. Field: AdvanceAxes Field is Imported: No Format: Controlled by program Units: Yes/No This item is Yes if an advanced method is used to define the local axes reference vectors for the frame object. Otherwise it is No meaning that the default reference vectors are used. Default means that the local 1-axis for the frame object goes from the I-end to the J-end of the object. The local 2-axis direction is specified by an angle measured from the global +Z axis (or from the global +X axis if the object local 1-axis is parallel to the global +Z axis). The rotation for a positive angle appears counterclockwise when the local +1 axis is pointing toward you. Advanced means that the local axes are defined with respect to user-defined reference vectors. Note that when the advanced system is used, the specified Angle is applied to the local axes orientation defined by the user specified reference vectors. Table: Tendon Local Axes Assignments 1 - Typical Field: BridgeObj Page 1298 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Tendon Material Temperatures Field: Tendon Field is Imported: Yes Format: Controlled by program Units: Text Label of a Tendon object. Field: Temp Field is Imported: Yes Format: Temperature (Forces section of form) Units: Temp The object material temperature. Field: JtPattern Field is Imported: Yes Format: Controlled by program Units: Text Label of a Joint Pattern of scale factors that multiply the specified material temperatures. If no joint pattern is specified then this item is reported as None. Table: Tendon Section Assignments Field: Tendon Field is Imported: Yes Format: Controlled by program Units: Text Label of a Tendon object. Field: TendonSect Field is Imported: Yes Format: Controlled by program Units: Text Name of the tendon section. Table: Tendon Material Temperatures Field: Tendon Page 1299 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Tendon Section Definitions Field: TendonSect Field is Imported: Yes Format: Controlled by program Units: Text Name of the tendon section. Field: ModelOpt Field is Imported: Yes Format: Controlled by program Units: Text This is either Loads or Elements indicating whether the tendon is modeled as loads applied to the model or modeled as discrete tendon elements. Field: PreType Field is Imported: Yes Format: Controlled by program Units: Text This is either Prestress or Post Tension indicating the prestress type. Field: Material Field is Imported: Yes Format: Controlled by program Units: Text Name of the material property assigned to the tendon section. Field: Specify Field is Imported: Yes Format: Controlled by program Units: Text This is either Diameter or Area indicating which tendon section property is specified. All other tendon section properties are computed from the specified property assuming a circular section shape. Field: Diameter Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The diameter of the tendon section. Table: Tendon Section Definitions Field: TendonSect Page 1300 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Area Field is Imported: Yes Format: Area (Section Dimensions section of form) Units: Length2 Cross-sectional area of the tendon section. Field: TorsConst Field is Imported: No Format: Length4 (Section Dimensions section of form) Units: Length4 Torsional constant for the tendon section. Field: I Field is Imported: No Format: Length4 (Section Dimensions section of form) Units: Length4 Moment of inertia for the tendon section. Field: AS Field is Imported: No Format: Area (Section Dimensions section of form) Units: Length2 Shear area for the tendon section. Field: Color Field is Imported: Yes Format: Controlled by program Units: Text This is either a defined color or an integer representation of the color associated with the section. The possible defined colors are Black, Red, Orange, Yellow, Green, Cyan, Blue, Magenta, White, Dark Red, Dark Yellow, Dark Green, Dark Cyan, Dark Blue, Dark Magenta, Gray1, Gray2, Gray3, Gray4, Gray5, Gray6, Gray7 and Gray8. Gray1 is a light gray and Gray8 is a dark gray. Field: TotalWt Field is Imported: No Format: Weight (Mass and Weight section of form) Units: Force Total weight of all objects in the model that are assigned the specified tendon section. Table: Tendon Section Definitions Field: Area Page 1301 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: TotalMass Field is Imported: No Format: Mass (Mass and Weight section of form) Units: Force-Sec2/Length Total mass of all objects in the model that are assigned the specified tendon section. Field: AMod Field is Imported: Yes Format: Controlled by program Units: Unitless Area modifier for the specified tendon section. Field: A2Mod Field is Imported: Yes Format: Controlled by program Units: Unitless Shear area modifier for shear parallel to the local 2-axis for the specified tendon section. Field: A3Mod Field is Imported: Yes Format: Controlled by program Units: Unitless Shear area modifier for shear parallel to the local 3-axis for the specified tendon section. Field: JMod Field is Imported: Yes Format: Controlled by program Units: Unitless Torsional constant modifier for the specified tendon section. Field: I2Mod Field is Imported: Yes Format: Controlled by program Units: Unitless Moment of inertia modifier for bending about the local 2-axis for the specified tendon section. Table: Tendon Section Definitions Field: TotalMass Page 1302 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: I3Mod Field is Imported: Yes Format: Controlled by program Units: Unitless Moment of inertia modifier for bending about the local 3-axis for the specified tendon section. Field: MMod Field is Imported: Yes Format: Controlled by program Units: Unitless Mass multiplier for the specified tendon section. Field: WMod Field is Imported: Yes Format: Controlled by program Units: Unitless Weight multiplier for the specified tendon section. Field: GUID Field is Imported: Yes Format: Controlled by program Units: Text The global unique identifier (GUID) for the specified tendon section property. Field: Notes Field is Imported: Yes Format: Controlled by program Units: Text User notes for the specified tendon section property. Table: Tendon Section Definitions - Bridge Object Flags Field: TendonSect Field is Imported: Yes Format: Controlled by program Units: Text Name of the tendon section. Table: Tendon Section Definitions - Bridge Object Flags Field: I3Mod Page 1303 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: AutoBridge Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the tendon section is automatically created from a bridge object. Otherwise it is No. Field: BridgeObj Field is Imported: Yes Format: Controlled by program Units: Text The name of the bridge object with which this tendon section is associated. This item only applies when the tendon property is an AutoBridge property. Table: Tendon Tension And Compression Limits Field: Tendon Field is Imported: Yes Format: Controlled by program Units: Text Label of a Tendon object. Field: TensLimit Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if a tension limit exists for the object. Otherwise it is No. For import, the Tension item is only read if this item is Yes. Field: CompLimit Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if a compression limit exists for the object. Otherwise it is No. For import, the Compression item is only read if this item is Yes. Field: Tension Field is Imported: Yes Format: Force (Forces section of form) Units: Force The tension limit for the object. Table: Tendon Tension And Compression Limits Field: AutoBridge Page 1304 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Compression Field is Imported: Yes Format: Force (Forces section of form) Units: Force The compression limit for the object. Table: Tendon Vehicle Response Component Overwrites Field: Tendon Field is Imported: Yes Format: Controlled by program Units: Text Label of a Tendon object. Field: Usage Field is Imported: Yes Format: Controlled by program Units: Text This is either AASHTO HL - Superstructure, AASHTO HL - Reaction, or AASHTO H & HS Superstructure indicating the vehicle type and structural member type to which the overwrite applies. AASHTO HL - Superstructure refers to the superstructure negative moments over supports and applies to AASHTO H, HS and HL loading. AASHTO HL - Reaction refers to reactions at interior supports (piers) and applies only to AASHTO HL loaoding. AASHTO H & HS Superstructure refers to superstructure moments (positive or negative) and applies to AASHTO H and HS loading. Field: Component Field is Imported: Yes Format: Controlled by program Units: Text This is either P, V2, V3, T, M2 or M3 indicating the output component to which the overwrite applies. Table: Tendon Vehicle Response Component Overwrites Field: Compression Page 1305 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Status Field is Imported: Yes Format: Controlled by program Units: Text This is either Do Not Use, Use Positive Values, Use Negative Values, or Use All Values indicating the portion of the output for the specified component to which the overwrite applies. Table: Vehicles 1 - Standard Vehicles Field: VehName Field is Imported: Yes Format: Controlled by program Units: Text Name (Label) of the standard vehicle. Field: Type Field is Imported: Yes Format: Controlled by program Units: Text This is one of the following standard vehicle types: AML, HSn-44, HSn-44L, Hn-44, Hn-44L, HL-93M, HL-93K, HL-93S, HL-93LB, HL-93F, P5, P7, P9, P9-F, P11, P13, P15, MHE, COOPERE80, HA, HB, HB-HA1, HB-HA2a, HB-HA2b, RL, UICn, IRC_A_TR, IRC_70R, IRC_B_TR, IRC_AA_W, IRC_AA_T, JTG04_I_LANE, JTG04_II_LANE, JTG04_TRUCK, CJJ77_98_AM, CJJ77_98_AS, CJJ77_98_BM, CJJ77_98_BS . For the Hn-44, HSn-44, Hn-44L and HSn-44L vehicles, n is the nominal weight of the vehicle in tons. For example, if the scale factor for a HSn-44 vehicle is 20, then the vehicle specified is a HS20-44. For the UICn vehicle n is the magnitude of the uniform load in kN/m. Table: Vehicles 1 - Standard Vehicles Field: Status Page 1306 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ScaleFactor Field is Imported: Yes Format: Controlled by program Units: Unitless This item only applies to Hn-44, HSn-44, Hn-44L, HSn-44L and UICnS standard vehicles. It is the scale factor represented by the n in the vehicle type. For example, a scale factor of 20 for a HSn-44 type vehicle means a HS20-44 vehicle. Field: DynAllow Field is Imported: Yes Format: Controlled by program Units: Unitless This item only applies to HL-93K, HL-93M, HL-93S, HL-93LB, HL-93F, P9-F and P15 standard vehicles. It is the dynamic load allowance, that is, it is the additive percentage by which the concentrated truck or tandem axle loads will be increased. The uniform lane load is not affected. Field: MinExtDist Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The minimum distance allowed from an axle load to an exterior edge of the lane that the considered vehicle is in. The axle load will not be placed closer to the exterior lane edge than this distance. Lane edges are specified as Exterior or Interior in the lane definition. Field: MinIntDist Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The minimum distance allowed from an axle load to an interior edge of the lane that the considered vehicle is in. The axle load will not be placed closer to the interior lane edge than this distance. Lane edges are specified as Exterior or Interior in the lane definition. Field: StayInLane Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is either Yes or No indicating whether or not the vehicle stays fully in the lane longitudinally. Typically this would be No but for cranes and crane rails it will probably be Yes. Table: Vehicles 1 - Standard Vehicles Field: ScaleFactor Page 1307 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Vehicles 2 - General Vehicles 1 - General Field: VehName Field is Imported: Yes Format: Controlled by program Units: Text Name (Label) of the general vehicle. Field: SupportMom Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the Vehicle is to be used for negative span moments over supports. Otherwise it is No. Field: IntSupport Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the Vehicle is to be used for vertical forces at (1) interior supports, (2) reactions, and (3) spring supports. Otherwise it is No. Field: OtherResp Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the Vehicle is to be used for response quantites other than those listed for the SupportMom and IntSupport items. Otherwise it is No. Field: AxleMom Field is Imported: Yes Format: Force (Forces section of form) Units: Force Floating axle load value for span moments. Field: AxleMType Field is Imported: Yes Format: Controlled by program Units: Text The width type for the floating axle load for span moments. This item is one of the following: One Point, Two Points, Four Points, Lane Width Line, Fixed Width Line. Table: Vehicles 2 - General Vehicles 1 - General Field: VehName Page 1308 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: AxleMWidth Field is Imported: Yes Format: Absolute Distance (Structure Dimensions section of form) Units: Length The total width of the floating axle load for span moments. This item is not applicable if the width type is One Point or Lane Width Line. Field: AxleMDbl Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the specified floating axle moment load is to be doubled when calculating negative span moments. Field: AxleOther Field is Imported: Yes Format: Force (Forces section of form) Units: Force Floating axle load value for all response quantities except span moments. Field: AxleOType Field is Imported: Yes Format: Controlled by program Units: Text The width type for the floating axle load for all response quantities except span moments. This item is one of the following: One Point, Two Points, Four Points, Lane Width Line, Fixed Width Line. Field: AxleOWidth Field is Imported: Yes Format: Absolute Distance (Structure Dimensions section of form) Units: Length The total width of the floating axle load for all response quantities except span moments. This item is not applicable if the width type is One Point or Lane Width Line. Field: LEffAxle Field is Imported: Yes Format: Controlled by program Units: Text This item is JTG-D60 if the Chinese JTG D60 (2004) code requirements for axle load length effects are included; it is AASHTOImpact if the AASHTO STD (2002) code requirements for axle load length effects are included; it is User if a User-Defined curve for axle load length effects is included. Otherwise it is None. Table: Vehicles 2 - General Vehicles 1 - General Field: AxleMWidth Page 1309 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: LEffUnif Field is Imported: Yes Format: Controlled by program Units: Text This item is BD-37101 if the BS 5400 (1978) British code requirements for uniform load length effects are included; it is User if a User-Defined curve for uniform load length effects is included. Otherwise it is None. Field: ForStraddle Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the vehicle is to apply only to straddle lanes. Otherwise it is No. Field: StraddleFac Field is Imported: Yes Format: Controlled by program Units: Unitless The vehicle load reduction factor used when considering straddle lanes. This item is only applicable when the ForStraddle item is Yes. Field: NumInter Field is Imported: No Format: Controlled by program Units: Unitless The number of sets of loads specified for the vehicle. Field: MinExtDist Field is Imported: Yes Format: Absolute Distance (Structure Dimensions section of form) Units: Length The minimum distance allowed from an axle load to an exterior edge of the lane that the considered vehicle is in. The axle load will not be placed closer to the exterior lane edge than this distance. Lane edges are specified as Exterior or Interior in the lane definition. Field: MinIntDist Field is Imported: Yes Format: Absolute Distance (Structure Dimensions section of form) Units: Length The minimum distance allowed from an axle load to an interior edge of the lane that the considered vehicle is in. The axle load will not be placed closer to the interior lane edge than this distance. Lane edges are specified as Exterior or Interior in the lane definition. Table: Vehicles 2 - General Vehicles 1 - General Field: LEffUnif Page 1310 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: StayInLane Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is either Yes or No indicating whether or not the vehicle stays fully in the lane longitudinally. Typically this would be No but for cranes and crane rails it will probably be Yes. Table: Vehicles 3 - General Vehicles 2 - Loads Field: VehName Field is Imported: Yes Format: Controlled by program Units: Text Name (Label) of the general vehicle. Field: LoadType Field is Imported: Yes Format: Controlled by program Units: Text The load type for the specified load. This item is one of the following: Leading Load, Trailing Load, Fixed Length, Variable Length. Field: UnifLoad Field is Imported: Yes Format: Force/Length (Forces section of form) Units: Force/Length A uniform load value. Field: UnifType Field is Imported: Yes Format: Controlled by program Units: Text The width type for the specified uniform load. This item is one of the following: Zero Width, Lane Width, Fixed Width. Table: Vehicles 3 - General Vehicles 2 - Loads Field: StayInLane Page 1311 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: UnifWidth Field is Imported: Yes Format: Absolute Distance (Structure Dimensions section of form) Units: Length The total width of the specified uniform load. This item is only applicable if the width type is Fixed Width. Field: AxleLoad Field is Imported: Yes Format: Force (Forces section of form) Units: Force An axle load value. Field: AxleType Field is Imported: Yes Format: Controlled by program Units: Text The width type for the specified axle load. This item is one of the following: One Point, Two Points, Four Points, Lane Width Line, Fixed Width Line. Field: AxleWidth Field is Imported: Yes Format: Absolute Distance (Structure Dimensions section of form) Units: Length The total width of the specified axle load. This item is not applicable if the width type is One Point or Lane Width Line. Field: MinDist Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length The distance from the previous axle to the current axle. This is also the length of the current uniform load. This item is applicable to vehicles with a Load Type of Fixed Length and Variable Length. For Fixed Length load types this item is the fixed distance or length described above. For Variable Length load types this item is the lower bound distance or length described above. Table: Vehicles 3 - General Vehicles 2 - Loads Field: UnifWidth Page 1312 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: MaxDist Field is Imported: Yes Format: Length (Section Dimensions section of form) Units: Length This item only applies to Variable Length load types. It is the maximum distance from the previous axle to the current axle. This is also the maximum length of the current uniform load. If this value is 0 then it means the distance(length) is infinity. Table: Vehicles 4 - Vehicle Classes Field: VehClass Field is Imported: Yes Format: Controlled by program Units: Text Name of the vehicle class. Field: VehName Field is Imported: Yes Format: Controlled by program Units: Text Name of a vehicle assigned to the vehicle class. Field: ScaleFactor Field is Imported: Yes Format: Controlled by program Units: Unitless A scale factor that multiplies the vehicle load of the associated vehicle. Table: Vehicles 5 - Vehicle Length Effect Factors Field: VehName Field is Imported: Yes Format: Controlled by program Units: Text Name of a vehicle. Table: Vehicles 4 - Vehicle Classes Field: MaxDist Page 1313 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Type Field is Imported: Yes Format: Controlled by program Units: Text This is either Axle or Uniform indicating the type of the load. Field: Length Field is Imported: Yes Format: Absolute Distance (Structure Dimensions section of form) Units: Length When the type item is Axle, this is the span length. When the type item is Uniform, this is the total length. Field: ScaleFactor Field is Imported: Yes Format: Controlled by program Units: Unitless A scale factor that multiplies the vehicle load of the associated length. Table: Assembled Joint Masses Field: Joint Field is Imported: No Format: Controlled by program Units: Text Label of a joint. Field: U1 Field is Imported: No Format: Mass (Mass and Weight section of form) Units: Force-Sec2/Length Total joint local 1-direction mass applied to the specified joint either directly or indirectly. Field: U2 Field is Imported: No Format: Mass (Mass and Weight section of form) Units: Force-Sec2/Length Total joint local 2-direction mass applied to the specified joint either directly or indirectly. Table: Assembled Joint Masses Field: Type Page 1314 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: U3 Field is Imported: No Format: Mass (Mass and Weight section of form) Units: Force-Sec2/Length Total joint local 3-direction mass applied to the specified joint either directly or indirectly. Field: R1 Field is Imported: No Format: Rotational Inertia (Mass and Weight section of form) Units: Force-Length-Sec2 Total mass moment of inertia about the joint local 1-axis applied to the specified joint. Field: R2 Field is Imported: No Format: Rotational Inertia (Mass and Weight section of form) Units: Force-Length-Sec2 Total mass moment of inertia about the joint local 2-axis applied to the specified joint. Field: R3 Field is Imported: No Format: Rotational Inertia (Mass and Weight section of form) Units: Force-Length-Sec2 Total mass moment of inertia about the joint local 3-axis applied to the specified joint. Table: Base Reactions Field: OutputCase Field is Imported: No Format: Controlled by program Units: Text The name of a load case or load combination. Field: CaseType Field is Imported: No Format: Controlled by program Units: Text The type of output case. This may be any one of the following: LinStatic, NonStatic, LinModal, LinRespSpec, LinModHist, NonModHist, LinDirHis, NonDirHist, LinMoving, LinBuckling, LinSteady, and Combination. Table: Base Reactions Field: U3 Page 1315 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: StepType Field is Imported: No Format: Controlled by program Units: Text The contents of this field vary depending on the type of output case considered. For linear static and response spectrum load cases this field is not used. For nonlinear static load cases this is either Step, Max, or Min. For modal cases this is Mode. For buckling factors this is Mode which refers to the buckling mode number. For linear modal history, nonlinear modal history, linear direct integration history, and nonlinear direct integration history cases this is either Time, Max or Min. For steady state and power spectral density load cases this is either Real at Freq, Imag at Freq, Real Min, Real Max, Imag Min, Imag Max, Mag at Freq, Mag Min, Mag Max, or RMS. Freq is short for frequency, Imag is short for imaginary and Mag is short for magnitude. For double-valued combinations this is either Max or Min. For moving load cases this is the force correspondence if it has been requested. It may be M3 Min, M3 Max, M2 Min, M2 Max, T Min, T Max, V3 Min, V3 Max, V2 Min, V2 Max, P Min, or P Max. Field: StepNum Field is Imported: No Format: Controlled by program Units: Unitless The contents of this field vary depending on the type of output case considered. For linear static and response spectrum load cases this field is not used. For nonlinear static load cases this field reports the step number when the StepType is Step. For modal cases this field reports the mode number. For buckling factors this field reports the buckling mode number. For linear modal history, nonlinear modal history, linear direct integration history, and nonlinear direct integration history cases this field reports the time in seconds when the StepType is Time. Table: Base Reactions Field: StepType Page 1316 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation For steady state and power spectral density load cases this field reports the frequency in Hz when the StepType is Real at Freq, Imag at Freq, or Mag at Freq. Field: GlobalFX Field is Imported: No Format: Force (Forces section of form) Units: Force The base reaction force component in the global X direction. Field: GlobalFY Field is Imported: No Format: Force (Forces section of form) Units: Force The base reaction force component in the global Y direction. Field: GlobalFZ Field is Imported: No Format: Force (Forces section of form) Units: Force The base reaction force component in the global Z direction. Field: GlobalMX Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The base reaction moment component about the global X axis. Field: GlobalMY Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The base reaction moment component about the global Y axis. Field: GlobalMZ Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The base reaction moment component about the global Z axis. Table: Base Reactions Field: GlobalFX Page 1317 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: GlobalX Field is Imported: No Format: Coordinates (Structure Dimensions section of form) Units: Length The global X coordinate of the point where the base reaction is reported. Field: GlobalY Field is Imported: No Format: Coordinates (Structure Dimensions section of form) Units: Length The global Y coordinate of the point where the base reaction is reported. Field: GlobalZ Field is Imported: No Format: Coordinates (Structure Dimensions section of form) Units: Length The global Z coordinate of the point where the base reaction is reported. Field: XCentroidFX Field is Imported: No Format: Coordinates (Structure Dimensions section of form) Units: Length The global X coordinate of the centroid of all forces (in the X direction) that contribute to FX. It is zero if FX = 0. Field: YCentroidFX Field is Imported: No Format: Coordinates (Structure Dimensions section of form) Units: Length The global Y coordinate of the centroid of all forces (in the X direction) that contribute to FX, that is, the location where the forces cause zero moment MZ. It is zero if FX = 0. Field: ZCentroidFX Field is Imported: No Format: Coordinates (Structure Dimensions section of form) Units: Length The global Z coordinate of the centroid of all forces (in the X direction) that contribute to FX, that is, the location where the forces cause zero moment MY. It is zero if FX = 0. Table: Base Reactions Field: GlobalX Page 1318 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: XCentroidFY Field is Imported: No Format: Coordinates (Structure Dimensions section of form) Units: Length The global X coordinate of the centroid of all forces (in the Y direction) that contribute to FY, that is, the location where the forces cause zero moment MZ. It is zero if FY = 0. Field: YCentroidFY Field is Imported: No Format: Coordinates (Structure Dimensions section of form) Units: Length The global Y coordinate of the centroid of all forces (in the Y direction) that contribute to FY. It is zero if FY = 0. Field: ZCentroidFY Field is Imported: No Format: Coordinates (Structure Dimensions section of form) Units: Length The global Z coordinate of the centroid of all forces (in the Y direction) that contribute to FY, that is, the location where the forces cause zero moment MX. It is zero if FY = 0. Field: XCentroidFZ Field is Imported: No Format: Coordinates (Structure Dimensions section of form) Units: Length The global X coordinate of the centroid of all forces (in the Z direction) that contribute to FZ, that is, the location where the forces cause zero moment MY. It is zero if FZ = 0. Field: YCentroidFZ Field is Imported: No Format: Coordinates (Structure Dimensions section of form) Units: Length The global Y coordinate of the centroid of all forces (in the Z direction) that contribute to FZ, that is, the location where the forces cause zero moment MX. It is zero if FZ = 0. Field: ZCentroidFZ Field is Imported: No Format: Coordinates (Structure Dimensions section of form) Units: Length The global Z coordinate of the centroid of all forces (in the Z direction) that contribute to FZ. It is zero if FZ = 0. Table: Base Reactions Field: XCentroidFY Page 1319 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Bridge Object Forces Field: BridgeObj Field is Imported: No Format: Controlled by program Units: Text The name of a bridge object. Field: SectCutNum Field is Imported: No Format: Controlled by program Units: Unitless The unique number of a program-generated bridge object section cut. Field: Distance Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance from the start of the bridge object to the section cut location. Field: LocType Field is Imported: No Format: Controlled by program Units: Text This is either Before or After indicating the section cut is either just before or just after the specified distance. Field: OutputCase Field is Imported: No Format: Controlled by program Units: Text The name of a load case or load combination. Field: CaseType Field is Imported: No Format: Controlled by program Units: Text The type of output case. This may be any one of the following: LinStatic, NonStatic, LinModal, LinRespSpec, LinModHist, NonModHist, LinDirHis, NonDirHist, LinMoving, LinBuckling, LinSteady, and Combination. Table: Bridge Object Forces Field: BridgeObj Page 1320 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: StepType Field is Imported: No Format: Controlled by program Units: Text The contents of this field vary depending on the type of output case considered. For linear static and response spectrum load cases this field is not used. For nonlinear static load cases this is either Step, Max, or Min. For modal cases this is Mode. For buckling factors this is Mode which refers to the buckling mode number. For linear modal history, nonlinear modal history, linear direct integration history, and nonlinear direct integration history cases this is either Time, Max or Min. For steady state and power spectral density load cases this is either Real at Freq, Imag at Freq, Real Min, Real Max, Imag Min, Imag Max, Mag at Freq, Mag Min, Mag Max, or RMS. Freq is short for frequency, Imag is short for imaginary and Mag is short for magnitude. For double-valued combinations this is either Max or Min. For moving load cases this is the force correspondence if it has been requested. It may be M3 Min, M3 Max, M2 Min, M2 Max, T Min, T Max, V3 Min, V3 Max, V2 Min, V2 Max, P Min, or P Max. Field: StepNum Field is Imported: No Format: Controlled by program Units: Unitless The contents of this field vary depending on the type of output case considered. For linear static and response spectrum load cases this field is not used. For nonlinear static load cases this field reports the step number when the StepType is Step. For modal cases this field reports the mode number. For buckling factors this field reports the buckling mode number. For linear modal history, nonlinear modal history, linear direct integration history, and nonlinear direct integration history cases this field reports the time in seconds when the StepType is Time. Table: Bridge Object Forces Field: StepType Page 1321 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation For steady state and power spectral density load cases this field reports the frequency in Hz when the StepType is Real at Freq, Imag at Freq, or Mag at Freq. Field: P Field is Imported: No Format: Force (Forces section of form) Units: Force Axial force in the bridge object. Field: V2 Field is Imported: No Format: Force (Forces section of form) Units: Force Vertical shear in the bridge object. Field: V3 Field is Imported: No Format: Force (Forces section of form) Units: Force Horizontal shear in the bridge object. Field: T Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length Torsion in the bridge object. Field: M2 Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length Moment about the vertical axis of the bridge object. Field: M3 Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length Moment along the bridge object. Table: Bridge Object Forces Field: P Page 1322 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: GlobalX Field is Imported: No Format: Coordinates (Structure Dimensions section of form) Units: Length Global X coordinate of the point where the specified forces and moments are reported. Field: GlobalY Field is Imported: No Format: Coordinates (Structure Dimensions section of form) Units: Length Global Y coordinate of the point where the specified forces and moments are reported. Field: GlobalZ Field is Imported: No Format: Coordinates (Structure Dimensions section of form) Units: Length Global Z coordinate of the point where the specified forces and moments are reported. Table: Bridge Object Girder Forces Field: BridgeObj Field is Imported: No Format: Controlled by program Units: Text The name of a bridge object. Field: SectCutNum Field is Imported: No Format: Controlled by program Units: Unitless The unique number of a program-generated bridge object section cut. Field: Girder Field is Imported: No Format: Controlled by program Units: Text The girder considered. Table: Bridge Object Girder Forces Field: GlobalX Page 1323 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Distance Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance from the start of the bridge object to the section cut location. Field: LocType Field is Imported: No Format: Controlled by program Units: Text This is either Before or After indicating the section cut is either just before or just after the specified distance. Field: OutputCase Field is Imported: No Format: Controlled by program Units: Text The name of a load case or load combination. Field: CaseType Field is Imported: No Format: Controlled by program Units: Text The type of output case. This may be any one of the following: LinStatic, NonStatic, LinModal, LinRespSpec, LinModHist, NonModHist, LinDirHis, NonDirHist, LinMoving, LinBuckling, LinSteady, and Combination. Field: StepType Field is Imported: No Format: Controlled by program Units: Text The contents of this field vary depending on the type of output case considered. For linear static and response spectrum load cases this field is not used. For nonlinear static load cases this is either Step, Max, or Min. For modal cases this is Mode. For buckling factors this is Mode which refers to the buckling mode number. For linear modal history, nonlinear modal history, linear direct integration history, and nonlinear direct integration history cases this is either Time, Max or Min. Table: Bridge Object Girder Forces Field: Distance Page 1324 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation For steady state and power spectral density load cases this is either Real at Freq, Imag at Freq, Real Min, Real Max, Imag Min, Imag Max, Mag at Freq, Mag Min, Mag Max, or RMS. Freq is short for frequency, Imag is short for imaginary and Mag is short for magnitude. For double-valued combinations this is either Max or Min. For moving load cases this is the force correspondence if it has been requested. It may be M3 Min, M3 Max, M2 Min, M2 Max, T Min, T Max, V3 Min, V3 Max, V2 Min, V2 Max, P Min, or P Max. Field: StepNum Field is Imported: No Format: Controlled by program Units: Unitless The contents of this field vary depending on the type of output case considered. For linear static and response spectrum load cases this field is not used. For nonlinear static load cases this field reports the step number when the StepType is Step. For modal cases this field reports the mode number. For buckling factors this field reports the buckling mode number. For linear modal history, nonlinear modal history, linear direct integration history, and nonlinear direct integration history cases this field reports the time in seconds when the StepType is Time. For steady state and power spectral density load cases this field reports the frequency in Hz when the StepType is Real at Freq, Imag at Freq, or Mag at Freq. Field: P Field is Imported: No Format: Force (Forces section of form) Units: Force Axial force in the bridge object girder. Field: V2 Field is Imported: No Format: Force (Forces section of form) Units: Force Vertical shear in the bridge object girder. Table: Bridge Object Girder Forces Field: StepNum Page 1325 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: V3 Field is Imported: No Format: Force (Forces section of form) Units: Force Horizontal shear in the bridge object girder. Field: T Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length Torsion in the bridge object girder. Field: M2 Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length Moment about the vertical axis of the bridge object girder. Field: M3 Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length Moment along the bridge object girder. Field: GlobalX Field is Imported: No Format: Coordinates (Structure Dimensions section of form) Units: Length Global X coordinate of the point where the specified forces and moments are reported. Field: GlobalY Field is Imported: No Format: Coordinates (Structure Dimensions section of form) Units: Length Global Y coordinate of the point where the specified forces and moments are reported. Field: GlobalZ Field is Imported: No Format: Coordinates (Structure Dimensions section of form) Units: Length Global Z coordinate of the point where the specified forces and moments are reported. Table: Bridge Object Girder Forces Field: V3 Page 1326 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Buckling Factors Field: OutputCase Field is Imported: No Format: Controlled by program Units: Text The name of a load case or load combination. Field: StepType Field is Imported: No Format: Controlled by program Units: Text The contents of this field vary depending on the type of output case considered. For linear static and response spectrum load cases this field is not used. For nonlinear static load cases this is either Step, Max, or Min. For modal cases this is Mode. For buckling factors this is Mode which refers to the buckling mode number. For linear modal history, nonlinear modal history, linear direct integration history, and nonlinear direct integration history cases this is either Time, Max or Min. For steady state and power spectral density load cases this is either Real at Freq, Imag at Freq, Real Min, Real Max, Imag Min, Imag Max, Mag at Freq, Mag Min, Mag Max, or RMS. Freq is short for frequency, Imag is short for imaginary and Mag is short for magnitude. For double-valued combinations this is either Max or Min. For moving load cases this is the force correspondence if it has been requested. It may be M3 Min, M3 Max, M2 Min, M2 Max, T Min, T Max, V3 Min, V3 Max, V2 Min, V2 Max, P Min, or P Max. Field: StepNum Field is Imported: No Format: Controlled by program Units: Unitless The contents of this field vary depending on the type of output case considered. For linear static and response spectrum load cases this field is not used. For nonlinear static load cases this field reports the step number when the StepType is Step. Table: Buckling Factors Field: OutputCase Page 1327 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation For modal cases this field reports the mode number. For buckling factors this field reports the buckling mode number. For linear modal history, nonlinear modal history, linear direct integration history, and nonlinear direct integration history cases this field reports the time in seconds when the StepType is Time. For steady state and power spectral density load cases this field reports the frequency in Hz when the StepType is Real at Freq, Imag at Freq, or Mag at Freq. Field: ScaleFactor Field is Imported: No Format: Controlled by program Units: Unitless The buckling load for the specified mode is equal to this scale factor times the loads specified for the buckling load case. Table: Element Deformations - Links Field: Link Field is Imported: No Format: Controlled by program Units: Text Label of a Link object. Field: LinkElem Field is Imported: No Format: Controlled by program Units: Text Number of a Link element associated with the specified Link object. For analysis, the Link object is internally modelled using one or more Link elements. Field: OutputCase Field is Imported: No Format: Controlled by program Units: Text The name of a load case or load combination. Table: Element Deformations - Links Field: ScaleFactor Page 1328 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: CaseType Field is Imported: No Format: Controlled by program Units: Text The type of output case. This may be any one of the following: LinStatic, NonStatic, LinModal, LinRespSpec, LinModHist, NonModHist, LinDirHis, NonDirHist, LinMoving, LinBuckling, LinSteady, and Combination. Field: StepType Field is Imported: No Format: Controlled by program Units: Text The contents of this field vary depending on the type of output case considered. For linear static and response spectrum load cases this field is not used. For nonlinear static load cases this is either Step, Max, or Min. For modal cases this is Mode. For buckling factors this is Mode which refers to the buckling mode number. For linear modal history, nonlinear modal history, linear direct integration history, and nonlinear direct integration history cases this is either Time, Max or Min. For steady state and power spectral density load cases this is either Real at Freq, Imag at Freq, Real Min, Real Max, Imag Min, Imag Max, Mag at Freq, Mag Min, Mag Max, or RMS. Freq is short for frequency, Imag is short for imaginary and Mag is short for magnitude. For double-valued combinations this is either Max or Min. For moving load cases this is the force correspondence if it has been requested. It may be M3 Min, M3 Max, M2 Min, M2 Max, T Min, T Max, V3 Min, V3 Max, V2 Min, V2 Max, P Min, or P Max. Field: StepNum Field is Imported: No Format: Controlled by program Units: Unitless The contents of this field vary depending on the type of output case considered. For linear static and response spectrum load cases this field is not used. For nonlinear static load cases this field reports the step number when the StepType is Step. Table: Element Deformations - Links Field: CaseType Page 1329 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation For modal cases this field reports the mode number. For buckling factors this field reports the buckling mode number. For linear modal history, nonlinear modal history, linear direct integration history, and nonlinear direct integration history cases this field reports the time in seconds when the StepType is Time. For steady state and power spectral density load cases this field reports the frequency in Hz when the StepType is Real at Freq, Imag at Freq, or Mag at Freq. Field: U1 Field is Imported: No Format: Translational Displ (Displacements section of form) Units: Length The translational deformation of the link object in the link local 1 axis direction. Field: U2 Field is Imported: No Format: Translational Displ (Displacements section of form) Units: Length The translational deformation of the link object in the link local 2 axis direction. Field: U3 Field is Imported: No Format: Translational Displ (Displacements section of form) Units: Length The translational deformation of the link object in the link local 3 axis direction. Field: R1 Field is Imported: No Format: Rotational Displ (Displacements section of form) Units: Radians The rotational deformation of the link object about the link local 1 axis. Field: R2 Field is Imported: No Format: Rotational Displ (Displacements section of form) Units: Radians The rotational deformation of the link object about the link local 2 axis. Table: Element Deformations - Links Field: U1 Page 1330 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: R3 Field is Imported: No Format: Rotational Displ (Displacements section of form) Units: Radians The rotational deformation of the link object about the link local 3 axis. Table: Element Deformations - Panel Zones Field: LinkElem Field is Imported: No Format: Controlled by program Units: Text Number of the link element used to model the panel zone. Field: Joint Field is Imported: No Format: Controlled by program Units: Text Name of a joint object to which the panel zone is assigned. Field: OutputCase Field is Imported: No Format: Controlled by program Units: Text The name of a load case or load combination. Field: CaseType Field is Imported: No Format: Controlled by program Units: Text The type of output case. This may be any one of the following: LinStatic, NonStatic, LinModal, LinRespSpec, LinModHist, NonModHist, LinDirHis, NonDirHist, LinMoving, LinBuckling, LinSteady, and Combination. Field: StepType Field is Imported: No Format: Controlled by program Units: Text The contents of this field vary depending on the type of output case considered. For linear static and response spectrum load cases this field is not used. Table: Element Deformations - Panel Zones Field: R3 Page 1331 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation For nonlinear static load cases this is either Step, Max, or Min. For modal cases this is Mode. For buckling factors this is Mode which refers to the buckling mode number. For linear modal history, nonlinear modal history, linear direct integration history, and nonlinear direct integration history cases this is either Time, Max or Min. For steady state and power spectral density load cases this is either Real at Freq, Imag at Freq, Real Min, Real Max, Imag Min, Imag Max, Mag at Freq, Mag Min, Mag Max, or RMS. Freq is short for frequency, Imag is short for imaginary and Mag is short for magnitude. For double-valued combinations this is either Max or Min. For moving load cases this is the force correspondence if it has been requested. It may be M3 Min, M3 Max, M2 Min, M2 Max, T Min, T Max, V3 Min, V3 Max, V2 Min, V2 Max, P Min, or P Max. Field: StepNum Field is Imported: No Format: Controlled by program Units: Unitless The contents of this field vary depending on the type of output case considered. For linear static and response spectrum load cases this field is not used. For nonlinear static load cases this field reports the step number when the StepType is Step. For modal cases this field reports the mode number. For buckling factors this field reports the buckling mode number. For linear modal history, nonlinear modal history, linear direct integration history, and nonlinear direct integration history cases this field reports the time in seconds when the StepType is Time. For steady state and power spectral density load cases this field reports the frequency in Hz when the StepType is Real at Freq, Imag at Freq, or Mag at Freq. Field: U1 Field is Imported: No Format: Translational Displ (Displacements section of form) Units: Length The translational deformation of the panel zone in the panel zone local 1 axis direction. Table: Element Deformations - Panel Zones Field: StepNum Page 1332 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: U2 Field is Imported: No Format: Translational Displ (Displacements section of form) Units: Length The translational deformation of the panel zone in the panel zone local 2 axis direction. Field: U3 Field is Imported: No Format: Translational Displ (Displacements section of form) Units: Length The translational deformation of the panel zone in the panel zone local 3 axis direction. Field: R1 Field is Imported: No Format: Rotational Displ (Displacements section of form) Units: Radians The rotational deformation of the panel zone about the panel zone local 1 axis. Field: R2 Field is Imported: No Format: Rotational Displ (Displacements section of form) Units: Radians The rotational deformation of the panel zone about the panel zone local 2 axis. Field: R3 Field is Imported: No Format: Rotational Displ (Displacements section of form) Units: Radians The rotational deformation of the panel zone about the panel zone local 3 axis. Table: Element Virtual Work Field: ObjectLabel Field is Imported: No Format: Controlled by program Units: Text Label of an object. In the case of a panel zone this is the label of the joint object to which the panel zone is assigned. Table: Element Virtual Work Field: U2 Page 1333 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ObjectType Field is Imported: No Format: Controlled by program Units: Text This is either Frame, Area, Solid, Link or Panel Zone indicating the type of object. Field: VWNamedSet Field is Imported: No Format: Controlled by program Units: Text Name of the virtual work named set associated with this output. Field: ForceCase Field is Imported: No Format: Controlled by program Units: Text The load case used for the force when computing the virtual work. Field: DisplCase Field is Imported: No Format: Controlled by program Units: Text The load case used for the displacement when computing the virtual work. Field: VirtualWork Field is Imported: No Format: Energy (Miscellaneous section of form) Units: Force-Length The virtual work computed for the associated object. Field: RelWork Field is Imported: No Format: Controlled by program Units: Percent The normalized virtual work for the object. This is computed as: [(VW/Volume)/Max(VW/Volume)]*100 where VW is the virtual work for an object, Volume is the volume of an object, and Max indicates the object with the maximum VW/Volume value. Table: Element Virtual Work Field: ObjectType Page 1334 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Volume Field is Imported: No Format: Length3 (Section Dimensions section of form) Units: Length3 The volume of the associated object. Table: Element Forces - Area Shells Field: Area Field is Imported: No Format: Controlled by program Units: Text Label of an area object. Field: AreaElem Field is Imported: No Format: Controlled by program Units: Text Number of an area element associated with the specified area object. For analysis, the area object is internally modelled using one or more area elements. Field: ShellType Field is Imported: No Format: Controlled by program Units: Text This is either Shell-Thick, Shell-Thin, Shell-Layered, Plate-Thick, Plate-Thin or Membrane indicating the type of shell (area) element. Field: Joint Field is Imported: No Format: Controlled by program Units: Text The name of the joint at which the Area element forces are reported. Field: OutputCase Field is Imported: No Format: Controlled by program Units: Text The name of a load case or load combination. Table: Element Forces - Area Shells Field: Volume Page 1335 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: CaseType Field is Imported: No Format: Controlled by program Units: Text The type of output case. This may be any one of the following: LinStatic, NonStatic, LinModal, LinRespSpec, LinModHist, NonModHist, LinDirHis, NonDirHist, LinMoving, LinBuckling, LinSteady, and Combination. Field: StepType Field is Imported: No Format: Controlled by program Units: Text The contents of this field vary depending on the type of output case considered. For linear static and response spectrum load cases this field is not used. For nonlinear static load cases this is either Step, Max, or Min. For modal cases this is Mode. For buckling factors this is Mode which refers to the buckling mode number. For linear modal history, nonlinear modal history, linear direct integration history, and nonlinear direct integration history cases this is either Time, Max or Min. For steady state and power spectral density load cases this is either Real at Freq, Imag at Freq, Real Min, Real Max, Imag Min, Imag Max, Mag at Freq, Mag Min, Mag Max, or RMS. Freq is short for frequency, Imag is short for imaginary and Mag is short for magnitude. For double-valued combinations this is either Max or Min. For moving load cases this is the force correspondence if it has been requested. It may be M3 Min, M3 Max, M2 Min, M2 Max, T Min, T Max, V3 Min, V3 Max, V2 Min, V2 Max, P Min, or P Max. Field: StepNum Field is Imported: No Format: Controlled by program Units: Unitless The contents of this field vary depending on the type of output case considered. For linear static and response spectrum load cases this field is not used. For nonlinear static load cases this field reports the step number when the StepType is Step. Table: Element Forces - Area Shells Field: CaseType Page 1336 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation For modal cases this field reports the mode number. For buckling factors this field reports the buckling mode number. For linear modal history, nonlinear modal history, linear direct integration history, and nonlinear direct integration history cases this field reports the time in seconds when the StepType is Time. For steady state and power spectral density load cases this field reports the frequency in Hz when the StepType is Real at Freq, Imag at Freq, or Mag at Freq. Field: F11 Field is Imported: No Format: Force/Length (Forces section of form) Units: Force/Length The area element internal F11 membrane direct force per length reported in the area element local coordinate system. Field: F22 Field is Imported: No Format: Force/Length (Forces section of form) Units: Force/Length The area element internal F22 membrane direct force per length reported in the area element local coordinate system. Field: F12 Field is Imported: No Format: Force/Length (Forces section of form) Units: Force/Length The area element internal F12 membrane shear force per length reported in the area element local coordinate system. Field: FMax Field is Imported: No Format: Force/Length (Forces section of form) Units: Force/Length The maximum principal membrane force. Field: FMin Field is Imported: No Format: Force/Length (Forces section of form) Units: Force/Length The minimum principal membrane force. Table: Element Forces - Area Shells Field: F11 Page 1337 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: FAngle Field is Imported: No Format: Angles (Structure Dimensions section of form) Units: Degrees The angle measured counterclockwise (when the local 3 axis is pointing toward you) from the area local 1 axis to the direction of the maximum principal membrane force. Field: FVM Field is Imported: No Format: Force/Length (Forces section of form) Units: Force/Length The area element internal Von Mises membrane force per length. Field: M11 Field is Imported: No Format: Moment/Length (Forces section of form) Units: Force-Length/Length The area element internal M11 plate bending moment per length reported in the area element local coordinate system. Field: M22 Field is Imported: No Format: Moment/Length (Forces section of form) Units: Force-Length/Length The area element internal M22 plate bending moment per length reported in the area element local coordinate system. Field: M12 Field is Imported: No Format: Moment/Length (Forces section of form) Units: Force-Length/Length The area element internal M12 plate twisting moment per length reported in the area element local coordinate system. Field: MMax Field is Imported: No Format: Moment/Length (Forces section of form) Units: Force-Length/Length The maximum principal plate moment. Table: Element Forces - Area Shells Field: FAngle Page 1338 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: MMin Field is Imported: No Format: Moment/Length (Forces section of form) Units: Force-Length/Length The minimum principal plate moment. Field: MAngle Field is Imported: No Format: Angles (Structure Dimensions section of form) Units: Degrees The angle measured counterclockwise (when the local 3 axis is pointing toward you) from the area local 1 axis to the direction of the maximum principal plate moment. Field: V13 Field is Imported: No Format: Force/Length (Forces section of form) Units: Force/Length The area element internal V13 plate transverse shear force per length reported in the area element local coordinate system. Field: V23 Field is Imported: No Format: Force/Length (Forces section of form) Units: Force/Length The area element internal V23 plate transverse shear force per length reported in the area element local coordinate system. Field: VMax Field is Imported: No Format: Force/Length (Forces section of form) Units: Force/Length The maximum plate transverse shear force. It is equal to the square root of the sum of the squares of V13 and V23. Field: VAngle Field is Imported: No Format: Angles (Structure Dimensions section of form) Units: Degrees The angle measured counterclockwise (when the local 3 axis is pointing toward you) from the area local 1 axis to the direction of Vmax. Table: Element Forces - Area Shells Field: MMin Page 1339 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Element Forces - Frames Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: Station Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the I-end of the frame object to the considered station. Field: OutputCase Field is Imported: No Format: Controlled by program Units: Text The name of a load case or load combination. Field: CaseType Field is Imported: No Format: Controlled by program Units: Text The type of output case. This may be any one of the following: LinStatic, NonStatic, LinModal, LinRespSpec, LinModHist, NonModHist, LinDirHis, NonDirHist, LinMoving, LinBuckling, LinSteady, and Combination. Field: StepType Field is Imported: No Format: Controlled by program Units: Text The contents of this field vary depending on the type of output case considered. For linear static and response spectrum load cases this field is not used. For nonlinear static load cases this is either Step, Max, or Min. For modal cases this is Mode. For buckling factors this is Mode which refers to the buckling mode number. For linear modal history, nonlinear modal history, linear direct integration history, and nonlinear direct integration history cases this is either Time, Max or Min. Table: Element Forces - Frames Field: Frame Page 1340 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation For steady state and power spectral density load cases this is either Real at Freq, Imag at Freq, Real Min, Real Max, Imag Min, Imag Max, Mag at Freq, Mag Min, Mag Max, or RMS. Freq is short for frequency, Imag is short for imaginary and Mag is short for magnitude. For double-valued combinations this is either Max or Min. For moving load cases this is the force correspondence if it has been requested. It may be M3 Min, M3 Max, M2 Min, M2 Max, T Min, T Max, V3 Min, V3 Max, V2 Min, V2 Max, P Min, or P Max. Field: StepNum Field is Imported: No Format: Controlled by program Units: Unitless The contents of this field vary depending on the type of output case considered. For linear static and response spectrum load cases this field is not used. For nonlinear static load cases this field reports the step number when the StepType is Step. For modal cases this field reports the mode number. For buckling factors this field reports the buckling mode number. For linear modal history, nonlinear modal history, linear direct integration history, and nonlinear direct integration history cases this field reports the time in seconds when the StepType is Time. For steady state and power spectral density load cases this field reports the frequency in Hz when the StepType is Real at Freq, Imag at Freq, or Mag at Freq. Field: P Field is Imported: No Format: Force (Forces section of form) Units: Force Axial force in the frame local 1 axis direction at the specified station. Field: V2 Field is Imported: No Format: Force (Forces section of form) Units: Force Shear force in the frame local 2 axis direction at the specified station. Table: Element Forces - Frames Field: StepNum Page 1341 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: V3 Field is Imported: No Format: Force (Forces section of form) Units: Force Shear force in the frame local 3 axis direction at the specified station. Field: T Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length Torsional moment about the frame local 1 axis at the specified station. Field: M2 Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length Bending moment about the frame local 2 axis at the specified station. Field: M3 Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length Bending moment about the frame local 3 axis at the specified station. Field: FrameElem Field is Imported: No Format: Controlled by program Units: Text Number of a Frame element associated with the specified Frame object. For analysis, the Frame object is internally modelled using one or more Frame elements. Field: ElemStation Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the I-end of the frame element to the considered station. Table: Element Forces - Frames Field: V3 Page 1342 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Element Forces - Links Field: Link Field is Imported: No Format: Controlled by program Units: Text Label of a Link object. Field: LinkElem Field is Imported: No Format: Controlled by program Units: Text Number of a Link element associated with the specified Link object. For analysis, the Link object is internally modelled using one or more Link elements. Field: Station Field is Imported: No Format: Controlled by program Units: Text This is either I-End or J-End indicating the location of the reported forces. Field: OutputCase Field is Imported: No Format: Controlled by program Units: Text The name of a load case or load combination. Field: CaseType Field is Imported: No Format: Controlled by program Units: Text The type of output case. This may be any one of the following: LinStatic, NonStatic, LinModal, LinRespSpec, LinModHist, NonModHist, LinDirHis, NonDirHist, LinMoving, LinBuckling, LinSteady, and Combination. Field: StepType Field is Imported: No Format: Controlled by program Units: Text The contents of this field vary depending on the type of output case considered. For linear static and response spectrum load cases this field is not used. Table: Element Forces - Links Field: Link Page 1343 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation For nonlinear static load cases this is either Step, Max, or Min. For modal cases this is Mode. For buckling factors this is Mode which refers to the buckling mode number. For linear modal history, nonlinear modal history, linear direct integration history, and nonlinear direct integration history cases this is either Time, Max or Min. For steady state and power spectral density load cases this is either Real at Freq, Imag at Freq, Real Min, Real Max, Imag Min, Imag Max, Mag at Freq, Mag Min, Mag Max, or RMS. Freq is short for frequency, Imag is short for imaginary and Mag is short for magnitude. For double-valued combinations this is either Max or Min. For moving load cases this is the force correspondence if it has been requested. It may be M3 Min, M3 Max, M2 Min, M2 Max, T Min, T Max, V3 Min, V3 Max, V2 Min, V2 Max, P Min, or P Max. Field: StepNum Field is Imported: No Format: Controlled by program Units: Unitless The contents of this field vary depending on the type of output case considered. For linear static and response spectrum load cases this field is not used. For nonlinear static load cases this field reports the step number when the StepType is Step. For modal cases this field reports the mode number. For buckling factors this field reports the buckling mode number. For linear modal history, nonlinear modal history, linear direct integration history, and nonlinear direct integration history cases this field reports the time in seconds when the StepType is Time. For steady state and power spectral density load cases this field reports the frequency in Hz when the StepType is Real at Freq, Imag at Freq, or Mag at Freq. Field: P Field is Imported: No Format: Force (Forces section of form) Units: Force Axial force in the link local 1 axis direction at the specified station. Table: Element Forces - Links Field: StepNum Page 1344 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: V2 Field is Imported: No Format: Force (Forces section of form) Units: Force Shear force in the link local 2 axis direction at the specified station. Field: V3 Field is Imported: No Format: Force (Forces section of form) Units: Force Shear force in the link local 3 axis direction at the specified station. Field: T Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length Torsional moment about the link local 1 axis at the specified station. Field: M2 Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length Bending moment about the link local 2 axis at the specified station. Field: M3 Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length Bending moment about the link local 3 axis at the specified station. Table: Element Forces - Panel Zones Field: LinkElem Field is Imported: No Format: Controlled by program Units: Text Number of the link element used to model the panel zone. Table: Element Forces - Panel Zones Field: V2 Page 1345 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: JointI Field is Imported: No Format: Controlled by program Units: Text Name of the joint object at the I-End of the panel zone link element. If no joint object exists at this location then the number of the joint element at that location is reported in parenthesis. Field: JointJ Field is Imported: No Format: Controlled by program Units: Text Name of the joint object at the I-End of the panel zone link element. If no joint object exists at this location then the number of the joint element at that location is reported in parenthesis. Field: OutputCase Field is Imported: No Format: Controlled by program Units: Text The name of a load case or load combination. Field: CaseType Field is Imported: No Format: Controlled by program Units: Text The type of output case. This may be any one of the following: LinStatic, NonStatic, LinModal, LinRespSpec, LinModHist, NonModHist, LinDirHis, NonDirHist, LinMoving, LinBuckling, LinSteady, and Combination. Field: StepType Field is Imported: No Format: Controlled by program Units: Text The contents of this field vary depending on the type of output case considered. For linear static and response spectrum load cases this field is not used. For nonlinear static load cases this is either Step, Max, or Min. For modal cases this is Mode. For buckling factors this is Mode which refers to the buckling mode number. Table: Element Forces - Panel Zones Field: JointI Page 1346 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation For linear modal history, nonlinear modal history, linear direct integration history, and nonlinear direct integration history cases this is either Time, Max or Min. For steady state and power spectral density load cases this is either Real at Freq, Imag at Freq, Real Min, Real Max, Imag Min, Imag Max, Mag at Freq, Mag Min, Mag Max, or RMS. Freq is short for frequency, Imag is short for imaginary and Mag is short for magnitude. For double-valued combinations this is either Max or Min. For moving load cases this is the force correspondence if it has been requested. It may be M3 Min, M3 Max, M2 Min, M2 Max, T Min, T Max, V3 Min, V3 Max, V2 Min, V2 Max, P Min, or P Max. Field: StepNum Field is Imported: No Format: Controlled by program Units: Unitless The contents of this field vary depending on the type of output case considered. For linear static and response spectrum load cases this field is not used. For nonlinear static load cases this field reports the step number when the StepType is Step. For modal cases this field reports the mode number. For buckling factors this field reports the buckling mode number. For linear modal history, nonlinear modal history, linear direct integration history, and nonlinear direct integration history cases this field reports the time in seconds when the StepType is Time. For steady state and power spectral density load cases this field reports the frequency in Hz when the StepType is Real at Freq, Imag at Freq, or Mag at Freq. Field: P Field is Imported: No Format: Force (Forces section of form) Units: Force Axial force in the panel zone local 1 axis direction. Field: V2 Field is Imported: No Format: Force (Forces section of form) Units: Force Shear force in the panel zone local 2 axis direction. Table: Element Forces - Panel Zones Field: StepNum Page 1347 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: V3 Field is Imported: No Format: Force (Forces section of form) Units: Force Shear force in the panel zone local 3 axis direction. Field: T Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length Torsional moment about the panel zone local 1 axis. Field: M2 Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length Bending moment about the panel zone local 2 axis. Field: M3 Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length Bending moment about the panel zone local 3 axis. Table: Element Joint Forces - Areas Field: Area Field is Imported: No Format: Controlled by program Units: Text Label of an area object. Field: AreaElem Field is Imported: No Format: Controlled by program Units: Text Number of an area element associated with the specified area object. For analysis, the area object is internally modelled using one or more area elements. Table: Element Joint Forces - Areas Field: V3 Page 1348 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Joint Field is Imported: No Format: Controlled by program Units: Text The name of the joint object at which the Area element joint forces are reported. If no joint object exists at this location then the number of the joint element at that location is reported in parenthesis. Field: OutputCase Field is Imported: No Format: Controlled by program Units: Text The name of a load case or load combination. Field: CaseType Field is Imported: No Format: Controlled by program Units: Text The type of output case. This may be any one of the following: LinStatic, NonStatic, LinModal, LinRespSpec, LinModHist, NonModHist, LinDirHis, NonDirHist, LinMoving, LinBuckling, LinSteady, and Combination. Field: StepType Field is Imported: No Format: Controlled by program Units: Text The contents of this field vary depending on the type of output case considered. For linear static and response spectrum load cases this field is not used. For nonlinear static load cases this is either Step, Max, or Min. For modal cases this is Mode. For buckling factors this is Mode which refers to the buckling mode number. For linear modal history, nonlinear modal history, linear direct integration history, and nonlinear direct integration history cases this is either Time, Max or Min. For steady state and power spectral density load cases this is either Real at Freq, Imag at Freq, Real Min, Real Max, Imag Min, Imag Max, Mag at Freq, Mag Min, Mag Max, or RMS. Freq is short for frequency, Imag is short for imaginary and Mag is short for magnitude. For double-valued combinations this is either Max or Min. Table: Element Joint Forces - Areas Field: Joint Page 1349 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation For moving load cases this is the force correspondence if it has been requested. It may be M3 Min, M3 Max, M2 Min, M2 Max, T Min, T Max, V3 Min, V3 Max, V2 Min, V2 Max, P Min, or P Max. Field: StepNum Field is Imported: No Format: Controlled by program Units: Unitless The contents of this field vary depending on the type of output case considered. For linear static and response spectrum load cases this field is not used. For nonlinear static load cases this field reports the step number when the StepType is Step. For modal cases this field reports the mode number. For buckling factors this field reports the buckling mode number. For linear modal history, nonlinear modal history, linear direct integration history, and nonlinear direct integration history cases this field reports the time in seconds when the StepType is Time. For steady state and power spectral density load cases this field reports the frequency in Hz when the StepType is Real at Freq, Imag at Freq, or Mag at Freq. Field: F1 Field is Imported: No Format: Force (Forces section of form) Units: Force Area joint force at the specified joint in the joint local 1 direction. Field: F2 Field is Imported: No Format: Force (Forces section of form) Units: Force Area joint force at the specified joint in the joint local 2 direction. Field: F3 Field is Imported: No Format: Force (Forces section of form) Units: Force Area joint force at the specified joint in the joint local 3 direction. Table: Element Joint Forces - Areas Field: StepNum Page 1350 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: M1 Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length Area joint moment at the specified joint about the joint local 1 axis. Field: M2 Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length Area joint moment at the specified joint about the joint local 2 axis. Field: M3 Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length Area joint moment at the specified joint about the joint local 3 axis. Table: Element Joint Forces - Frames Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: Joint Field is Imported: No Format: Controlled by program Units: Text The name of the joint object at which the Frame element joint forces are reported. If no joint object exists at this location then the number of the joint element at that location is reported in parenthesis. Field: OutputCase Field is Imported: No Format: Controlled by program Units: Text The name of a load case or load combination. Table: Element Joint Forces - Frames Field: M1 Page 1351 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: CaseType Field is Imported: No Format: Controlled by program Units: Text The type of output case. This may be any one of the following: LinStatic, NonStatic, LinModal, LinRespSpec, LinModHist, NonModHist, LinDirHis, NonDirHist, LinMoving, LinBuckling, LinSteady, and Combination. Field: StepType Field is Imported: No Format: Controlled by program Units: Text The contents of this field vary depending on the type of output case considered. For linear static and response spectrum load cases this field is not used. For nonlinear static load cases this is either Step, Max, or Min. For modal cases this is Mode. For buckling factors this is Mode which refers to the buckling mode number. For linear modal history, nonlinear modal history, linear direct integration history, and nonlinear direct integration history cases this is either Time, Max or Min. For steady state and power spectral density load cases this is either Real at Freq, Imag at Freq, Real Min, Real Max, Imag Min, Imag Max, Mag at Freq, Mag Min, Mag Max, or RMS. Freq is short for frequency, Imag is short for imaginary and Mag is short for magnitude. For double-valued combinations this is either Max or Min. For moving load cases this is the force correspondence if it has been requested. It may be M3 Min, M3 Max, M2 Min, M2 Max, T Min, T Max, V3 Min, V3 Max, V2 Min, V2 Max, P Min, or P Max. Field: StepNum Field is Imported: No Format: Controlled by program Units: Unitless The contents of this field vary depending on the type of output case considered. For linear static and response spectrum load cases this field is not used. For nonlinear static load cases this field reports the step number when the StepType is Step. Table: Element Joint Forces - Frames Field: CaseType Page 1352 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation For modal cases this field reports the mode number. For buckling factors this field reports the buckling mode number. For linear modal history, nonlinear modal history, linear direct integration history, and nonlinear direct integration history cases this field reports the time in seconds when the StepType is Time. For steady state and power spectral density load cases this field reports the frequency in Hz when the StepType is Real at Freq, Imag at Freq, or Mag at Freq. Field: F1 Field is Imported: No Format: Force (Forces section of form) Units: Force Frame joint force at the specified joint in the joint local 1 direction. Field: F2 Field is Imported: No Format: Force (Forces section of form) Units: Force Frame joint force at the specified joint in the joint local 2 direction. Field: F3 Field is Imported: No Format: Force (Forces section of form) Units: Force Frame joint force at the specified joint in the joint local 3 direction. Field: M1 Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length Frame joint moment at the specified joint about the joint local 1 axis. Field: M2 Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length Frame joint moment at the specified joint about the joint local 2 axis. Table: Element Joint Forces - Frames Field: F1 Page 1353 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: M3 Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length Frame joint moment at the specified joint about the joint local 3 axis. Field: FrameElem Field is Imported: No Format: Controlled by program Units: Text Number of a Frame element associated with the specified Frame object. For analysis, the Frame object is internally modelled using one or more Frame elements. Table: Element Joint Forces - Links Field: Link Field is Imported: No Format: Controlled by program Units: Text Label of a link object, or, in the case of a panel zone, the subscript PZ followed by the label of the joint object to which the panel zone is assigned. Field: LinkElem Field is Imported: No Format: Controlled by program Units: Text Number of a Link element associated with the specified Link object. For analysis, the Link object is internally modelled using one or more Link elements. Field: Joint Field is Imported: No Format: Controlled by program Units: Text The name of the joint object at which the Link element joint forces are reported. If no joint object exists at this location then the number of the joint element at that location is reported in parenthesis. Table: Element Joint Forces - Links Field: M3 Page 1354 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: OutputCase Field is Imported: No Format: Controlled by program Units: Text The name of a load case or load combination. Field: CaseType Field is Imported: No Format: Controlled by program Units: Text The type of output case. This may be any one of the following: LinStatic, NonStatic, LinModal, LinRespSpec, LinModHist, NonModHist, LinDirHis, NonDirHist, LinMoving, LinBuckling, LinSteady, and Combination. Field: StepType Field is Imported: No Format: Controlled by program Units: Text The contents of this field vary depending on the type of output case considered. For linear static and response spectrum load cases this field is not used. For nonlinear static load cases this is either Step, Max, or Min. For modal cases this is Mode. For buckling factors this is Mode which refers to the buckling mode number. For linear modal history, nonlinear modal history, linear direct integration history, and nonlinear direct integration history cases this is either Time, Max or Min. For steady state and power spectral density load cases this is either Real at Freq, Imag at Freq, Real Min, Real Max, Imag Min, Imag Max, Mag at Freq, Mag Min, Mag Max, or RMS. Freq is short for frequency, Imag is short for imaginary and Mag is short for magnitude. For double-valued combinations this is either Max or Min. For moving load cases this is the force correspondence if it has been requested. It may be M3 Min, M3 Max, M2 Min, M2 Max, T Min, T Max, V3 Min, V3 Max, V2 Min, V2 Max, P Min, or P Max. Table: Element Joint Forces - Links Field: OutputCase Page 1355 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: StepNum Field is Imported: No Format: Controlled by program Units: Unitless The contents of this field vary depending on the type of output case considered. For linear static and response spectrum load cases this field is not used. For nonlinear static load cases this field reports the step number when the StepType is Step. For modal cases this field reports the mode number. For buckling factors this field reports the buckling mode number. For linear modal history, nonlinear modal history, linear direct integration history, and nonlinear direct integration history cases this field reports the time in seconds when the StepType is Time. For steady state and power spectral density load cases this field reports the frequency in Hz when the StepType is Real at Freq, Imag at Freq, or Mag at Freq. Field: F1 Field is Imported: No Format: Force (Forces section of form) Units: Force Link joint force at the specified joint in the joint local 1 direction. Field: F2 Field is Imported: No Format: Force (Forces section of form) Units: Force Link joint force at the specified joint in the joint local 2 direction. Field: F3 Field is Imported: No Format: Force (Forces section of form) Units: Force Link joint force at the specified joint in the joint local 3 direction. Table: Element Joint Forces - Links Field: StepNum Page 1356 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: M1 Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length Link joint moment at the specified joint about the joint local 1 axis. Field: M2 Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length Link joint moment at the specified joint about the joint local 2 axis. Field: M3 Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length Link joint moment at the specified joint about the joint local 3 axis. Table: Element Joint Forces - Solids Field: Solid Field is Imported: No Format: Controlled by program Units: Text Label of a Solid object. Field: SolidElem Field is Imported: No Format: Controlled by program Units: Text Number of a Solid element associated with the specified Solid object. For analysis, the Solid object is internally modelled using one or more Solid elements. Field: Joint Field is Imported: No Format: Controlled by program Units: Text The name of the joint object at which the Solid element joint forces are reported. If no joint object exists at this location then the number of the joint element at that location is reported in parenthesis. Table: Element Joint Forces - Solids Field: M1 Page 1357 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: OutputCase Field is Imported: No Format: Controlled by program Units: Text The name of a load case or load combination. Field: CaseType Field is Imported: No Format: Controlled by program Units: Text The type of output case. This may be any one of the following: LinStatic, NonStatic, LinModal, LinRespSpec, LinModHist, NonModHist, LinDirHis, NonDirHist, LinMoving, LinBuckling, LinSteady, and Combination. Field: StepType Field is Imported: No Format: Controlled by program Units: Text The contents of this field vary depending on the type of output case considered. For linear static and response spectrum load cases this field is not used. For nonlinear static load cases this is either Step, Max, or Min. For modal cases this is Mode. For buckling factors this is Mode which refers to the buckling mode number. For linear modal history, nonlinear modal history, linear direct integration history, and nonlinear direct integration history cases this is either Time, Max or Min. For steady state and power spectral density load cases this is either Real at Freq, Imag at Freq, Real Min, Real Max, Imag Min, Imag Max, Mag at Freq, Mag Min, Mag Max, or RMS. Freq is short for frequency, Imag is short for imaginary and Mag is short for magnitude. For double-valued combinations this is either Max or Min. For moving load cases this is the force correspondence if it has been requested. It may be M3 Min, M3 Max, M2 Min, M2 Max, T Min, T Max, V3 Min, V3 Max, V2 Min, V2 Max, P Min, or P Max. Table: Element Joint Forces - Solids Field: OutputCase Page 1358 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: StepNum Field is Imported: No Format: Controlled by program Units: Unitless The contents of this field vary depending on the type of output case considered. For linear static and response spectrum load cases this field is not used. For nonlinear static load cases this field reports the step number when the StepType is Step. For modal cases this field reports the mode number. For buckling factors this field reports the buckling mode number. For linear modal history, nonlinear modal history, linear direct integration history, and nonlinear direct integration history cases this field reports the time in seconds when the StepType is Time. For steady state and power spectral density load cases this field reports the frequency in Hz when the StepType is Real at Freq, Imag at Freq, or Mag at Freq. Field: F1 Field is Imported: No Format: Force (Forces section of form) Units: Force Solid joint force at the specified joint in the joint local 1 direction. Field: F2 Field is Imported: No Format: Force (Forces section of form) Units: Force Solid joint force at the specified joint in the joint local 2 direction. Field: F3 Field is Imported: No Format: Force (Forces section of form) Units: Force Solid joint force at the specified joint in the joint local 3 direction. Table: Element Joint Forces - Solids Field: StepNum Page 1359 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: M1 Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length Solid joint moment at the specified joint about the joint local 1 axis. Field: M2 Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length Solid joint moment at the specified joint about the joint local 2 axis. Field: M3 Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length Solid joint moment at the specified joint about the joint local 3 axis. Table: Element Stresses - Area Asolids Field: Area Field is Imported: No Format: Controlled by program Units: Text Label of an area object. Field: AreaElem Field is Imported: No Format: Controlled by program Units: Text Number of an area element associated with the specified area object. For analysis, the area object is internally modelled using one or more area elements. Field: Joint Field is Imported: No Format: Controlled by program Units: Text The name of the joint at which the Area element stresses are reported. Table: Element Stresses - Area Asolids Field: M1 Page 1360 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: OutputCase Field is Imported: No Format: Controlled by program Units: Text The name of a load case or load combination. Field: CaseType Field is Imported: No Format: Controlled by program Units: Text The type of output case. This may be any one of the following: LinStatic, NonStatic, LinModal, LinRespSpec, LinModHist, NonModHist, LinDirHis, NonDirHist, LinMoving, LinBuckling, LinSteady, and Combination. Field: StepType Field is Imported: No Format: Controlled by program Units: Text The contents of this field vary depending on the type of output case considered. For linear static and response spectrum load cases this field is not used. For nonlinear static load cases this is either Step, Max, or Min. For modal cases this is Mode. For buckling factors this is Mode which refers to the buckling mode number. For linear modal history, nonlinear modal history, linear direct integration history, and nonlinear direct integration history cases this is either Time, Max or Min. For steady state and power spectral density load cases this is either Real at Freq, Imag at Freq, Real Min, Real Max, Imag Min, Imag Max, Mag at Freq, Mag Min, Mag Max, or RMS. Freq is short for frequency, Imag is short for imaginary and Mag is short for magnitude. For double-valued combinations this is either Max or Min. For moving load cases this is the force correspondence if it has been requested. It may be M3 Min, M3 Max, M2 Min, M2 Max, T Min, T Max, V3 Min, V3 Max, V2 Min, V2 Max, P Min, or P Max. Table: Element Stresses - Area Asolids Field: OutputCase Page 1361 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: StepNum Field is Imported: No Format: Controlled by program Units: Unitless The contents of this field vary depending on the type of output case considered. For linear static and response spectrum load cases this field is not used. For nonlinear static load cases this field reports the step number when the StepType is Step. For modal cases this field reports the mode number. For buckling factors this field reports the buckling mode number. For linear modal history, nonlinear modal history, linear direct integration history, and nonlinear direct integration history cases this field reports the time in seconds when the StepType is Time. For steady state and power spectral density load cases this field reports the frequency in Hz when the StepType is Real at Freq, Imag at Freq, or Mag at Freq. Field: S11 Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The area element internal S11 stress, at the specified joint, reported in the area element local coordinate system. Field: S22 Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The area element internal S22 stress, at the specified joint, reported in the area element local coordinate system. Field: S33 Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The area element internal S22 stress, at the specified joint, reported in the area element local coordinate system. Table: Element Stresses - Area Asolids Field: StepNum Page 1362 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: S12 Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The area element internal S12 stress, at the specified joint, reported in the area element local coordinate system. Field: SMax Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The area element maximum principal stress at the specified joint. Field: SMin Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The area element minimum principal stress at the specified joint. Field: SAngle Field is Imported: No Format: Angles (Structure Dimensions section of form) Units: Degrees The angle measured counterclockwise (when the local 3 axis is pointing toward you) from the Area element local 1 axis to the direction of the maximum principal stress at the specified joint. Field: SVM Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The asolid (area) element Von Mises stress at the specified joint. Table: Element Stresses - Area Planes Field: Area Field is Imported: No Format: Controlled by program Units: Text Label of an area object. Table: Element Stresses - Area Planes Field: S12 Page 1363 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: AreaElem Field is Imported: No Format: Controlled by program Units: Text Number of an area element associated with the specified area object. For analysis, the area object is internally modelled using one or more area elements. Field: Joint Field is Imported: No Format: Controlled by program Units: Text The name of the joint at which the Area element stresses are reported. Field: OutputCase Field is Imported: No Format: Controlled by program Units: Text The name of a load case or load combination. Field: CaseType Field is Imported: No Format: Controlled by program Units: Text The type of output case. This may be any one of the following: LinStatic, NonStatic, LinModal, LinRespSpec, LinModHist, NonModHist, LinDirHis, NonDirHist, LinMoving, LinBuckling, LinSteady, and Combination. Field: StepType Field is Imported: No Format: Controlled by program Units: Text The contents of this field vary depending on the type of output case considered. For linear static and response spectrum load cases this field is not used. For nonlinear static load cases this is either Step, Max, or Min. For modal cases this is Mode. For buckling factors this is Mode which refers to the buckling mode number. For linear modal history, nonlinear modal history, linear direct integration history, and nonlinear direct integration history cases this is either Time, Max or Min. Table: Element Stresses - Area Planes Field: AreaElem Page 1364 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation For steady state and power spectral density load cases this is either Real at Freq, Imag at Freq, Real Min, Real Max, Imag Min, Imag Max, Mag at Freq, Mag Min, Mag Max, or RMS. Freq is short for frequency, Imag is short for imaginary and Mag is short for magnitude. For double-valued combinations this is either Max or Min. For moving load cases this is the force correspondence if it has been requested. It may be M3 Min, M3 Max, M2 Min, M2 Max, T Min, T Max, V3 Min, V3 Max, V2 Min, V2 Max, P Min, or P Max. Field: StepNum Field is Imported: No Format: Controlled by program Units: Unitless The contents of this field vary depending on the type of output case considered. For linear static and response spectrum load cases this field is not used. For nonlinear static load cases this field reports the step number when the StepType is Step. For modal cases this field reports the mode number. For buckling factors this field reports the buckling mode number. For linear modal history, nonlinear modal history, linear direct integration history, and nonlinear direct integration history cases this field reports the time in seconds when the StepType is Time. For steady state and power spectral density load cases this field reports the frequency in Hz when the StepType is Real at Freq, Imag at Freq, or Mag at Freq. Field: S11 Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The area element internal S11 stress, at the specified joint, reported in the area element local coordinate system. Field: S22 Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The area element internal S22 stress, at the specified joint, reported in the area element local coordinate system. Table: Element Stresses - Area Planes Field: StepNum Page 1365 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: S33 Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The area element internal S22 stress, at the specified joint, reported in the area element local coordinate system. Field: S12 Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The area element internal S12 stress, at the specified joint, reported in the area element local coordinate system. Field: SMax Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The area element maximum principal stress at the specified joint. Field: SMin Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The area element minimum principal stress at the specified joint. Field: SAngle Field is Imported: No Format: Angles (Structure Dimensions section of form) Units: Degrees The angle measured counterclockwise (when the local 3 axis is pointing toward you) from the Area element local 1 axis to the direction of the maximum principal stress at the specified joint. Field: SVM Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The plane (area) element Von Mises stress at the specified joint. Table: Element Stresses - Area Planes Field: S33 Page 1366 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Element Stresses - Area Shells Field: Area Field is Imported: No Format: Controlled by program Units: Text Label of an area object. Field: AreaElem Field is Imported: No Format: Controlled by program Units: Text Number of an area element associated with the specified area object. For analysis, the area object is internally modelled using one or more area elements. Field: ShellType Field is Imported: No Format: Controlled by program Units: Text This is either Shell-Thick, Shell-Thin, Shell-Layered, Plate-Thick, Plate-Thin or Membrane indicating the type of shell (area) element. Field: Joint Field is Imported: No Format: Controlled by program Units: Text The name of the joint at which the Area element stresses are reported. Field: OutputCase Field is Imported: No Format: Controlled by program Units: Text The name of a load case or load combination. Field: CaseType Field is Imported: No Format: Controlled by program Units: Text The type of output case. This may be any one of the following: LinStatic, NonStatic, LinModal, LinRespSpec, LinModHist, NonModHist, LinDirHis, NonDirHist, LinMoving, LinBuckling, LinSteady, and Combination. Table: Element Stresses - Area Shells Field: Area Page 1367 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: StepType Field is Imported: No Format: Controlled by program Units: Text The contents of this field vary depending on the type of output case considered. For linear static and response spectrum load cases this field is not used. For nonlinear static load cases this is either Step, Max, or Min. For modal cases this is Mode. For buckling factors this is Mode which refers to the buckling mode number. For linear modal history, nonlinear modal history, linear direct integration history, and nonlinear direct integration history cases this is either Time, Max or Min. For steady state and power spectral density load cases this is either Real at Freq, Imag at Freq, Real Min, Real Max, Imag Min, Imag Max, Mag at Freq, Mag Min, Mag Max, or RMS. Freq is short for frequency, Imag is short for imaginary and Mag is short for magnitude. For double-valued combinations this is either Max or Min. For moving load cases this is the force correspondence if it has been requested. It may be M3 Min, M3 Max, M2 Min, M2 Max, T Min, T Max, V3 Min, V3 Max, V2 Min, V2 Max, P Min, or P Max. Field: StepNum Field is Imported: No Format: Controlled by program Units: Unitless The contents of this field vary depending on the type of output case considered. For linear static and response spectrum load cases this field is not used. For nonlinear static load cases this field reports the step number when the StepType is Step. For modal cases this field reports the mode number. For buckling factors this field reports the buckling mode number. For linear modal history, nonlinear modal history, linear direct integration history, and nonlinear direct integration history cases this field reports the time in seconds when the StepType is Time. Table: Element Stresses - Area Shells Field: StepType Page 1368 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation For steady state and power spectral density load cases this field reports the frequency in Hz when the StepType is Real at Freq, Imag at Freq, or Mag at Freq. Field: S11Top Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The area element internal S11 stress, at the top of the element, at the specified joint, reported in the area element local coordinate system. Field: S22Top Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The area element internal S22 stress, at the top of the element, at the specified joint, reported in the area element local coordinate system. Field: S12Top Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The area element internal S12 stress, at the top of the element, at the specified joint, reported in the area element local coordinate system. Field: SMaxTop Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The area element maximum principal stress, at the top of the element, at the specified joint. Field: SMinTop Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The area element minimum principal stress, at the top of the element, at the specified joint. Table: Element Stresses - Area Shells Field: S11Top Page 1369 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: SAngleTop Field is Imported: No Format: Angles (Structure Dimensions section of form) Units: Degrees The angle measured counterclockwise (when the local 3 axis is pointing toward you) from the Area element local 1 axis to the direction of the maximum principal stress at the top of the element, at the specified joint. Field: SVMTop Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The area element Von Mises stress, at the top of the element, at the specified joint. Field: S11Bot Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The area element internal S11 stress, at the bottom of the element, at the specified joint, reported in the area element local coordinate system. Field: S22Bot Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The area element internal S22 stress, at the bottom of the element, at the specified joint, reported in the area element local coordinate system. Field: S12Bot Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The area element internal S12 stress, at the bottom of the element, at the specified joint, reported in the area element local coordinate system. Field: SMaxBot Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The area element maximum principal stress, at the bottom of the element, at the specified joint. Table: Element Stresses - Area Shells Field: SAngleTop Page 1370 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: SMinBot Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The area element minimum principal stress, at the bottom of the element, at the specified joint. Field: SAngleBot Field is Imported: No Format: Angles (Structure Dimensions section of form) Units: Degrees The angle measured counterclockwise (when the local 3 axis is pointing toward you) from the Area element local 1 axis to the direction of the maximum principal stress at the bottom of the element, at the specified joint. Field: SVMBot Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The area element Von Mises stress, at the top of the element, at the specified joint. Field: S13Avg Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The area element average S13 out-of-plane shear stress at the specified joint. Field: S23Avg Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The area element average S23 out-of-plane shear stress at the specified joint. Field: SMaxAvg Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The area element maximum average out-of-plane shear stress. root of the sum of the squares of S13Avg and S23Avg. Table: Element Stresses - Area Shells Field: SMinBot It is equal to the square Page 1371 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: SAngleAvg Field is Imported: No Format: Angles (Structure Dimensions section of form) Units: Degrees The angle measured counterclockwise (when the local 3 axis is pointing toward you) from the area element local 1 axis to the direction of SMaxAvg. Table: Element Stresses - Area Shell Layers Field: Area Field is Imported: No Format: Controlled by program Units: Text Label of an area object. Field: AreaElem Field is Imported: No Format: Controlled by program Units: Text Number of an area element associated with the specified area object. For analysis, the area object is internally modelled using one or more area elements. Field: LayerName Field is Imported: No Format: Controlled by program Units: Text The name of the layer considered in the Layered Shell element. Field: IntPtNum Field is Imported: No Format: Controlled by program Units: Text The integration point number considered in the specified layer in the Layered Shell element. Table: Element Stresses - Area Shell Layers Field: SAngleAvg Page 1372 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: IntPtLoc Field is Imported: No Format: Controlled by program Units: Unitless The relative location of the integration point considered in the specified layer in the Layered Shell element. The location is between -1 (bottom of layer) and +1 (top of layer), inclusive. The midheight of the layer is at a value of 0. Field: Joint Field is Imported: No Format: Controlled by program Units: Text The name of the joint at which the Area element stresses are reported. Field: OutputCase Field is Imported: No Format: Controlled by program Units: Text The name of a load case or load combination. Field: CaseType Field is Imported: No Format: Controlled by program Units: Text The type of output case. This may be any one of the following: LinStatic, NonStatic, LinModal, LinRespSpec, LinModHist, NonModHist, LinDirHis, NonDirHist, LinMoving, LinBuckling, LinSteady, and Combination. Field: StepType Field is Imported: No Format: Controlled by program Units: Text The contents of this field vary depending on the type of output case considered. For linear static and response spectrum load cases this field is not used. For nonlinear static load cases this is either Step, Max, or Min. For modal cases this is Mode. For buckling factors this is Mode which refers to the buckling mode number. For linear modal history, nonlinear modal history, linear direct integration history, and nonlinear direct integration history cases this is either Time, Max or Min. Table: Element Stresses - Area Shell Layers Field: IntPtLoc Page 1373 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation For steady state and power spectral density load cases this is either Real at Freq, Imag at Freq, Real Min, Real Max, Imag Min, Imag Max, Mag at Freq, Mag Min, Mag Max, or RMS. Freq is short for frequency, Imag is short for imaginary and Mag is short for magnitude. For double-valued combinations this is either Max or Min. For moving load cases this is the force correspondence if it has been requested. It may be M3 Min, M3 Max, M2 Min, M2 Max, T Min, T Max, V3 Min, V3 Max, V2 Min, V2 Max, P Min, or P Max. Field: StepNum Field is Imported: No Format: Controlled by program Units: Unitless The contents of this field vary depending on the type of output case considered. For linear static and response spectrum load cases this field is not used. For nonlinear static load cases this field reports the step number when the StepType is Step. For modal cases this field reports the mode number. For buckling factors this field reports the buckling mode number. For linear modal history, nonlinear modal history, linear direct integration history, and nonlinear direct integration history cases this field reports the time in seconds when the StepType is Time. For steady state and power spectral density load cases this field reports the frequency in Hz when the StepType is Real at Freq, Imag at Freq, or Mag at Freq. Field: S11 Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The area element internal S11 stress, at the specified joint, for the specified layer and layer integration point, reported in the area element local coordinate system. Field: S22 Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The area element internal S22 stress, at the specified joint, for the specified layer and layer integration point, reported in the area element local coordinate system. Table: Element Stresses - Area Shell Layers Field: StepNum Page 1374 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: S12 Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The area element internal S12 stress, at the specified joint, for the specified layer and layer integration point, reported in the area element local coordinate system. Field: SMax Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The shell area element maximum principal stress, at the specified joint for the specified layer and layer integration point. Field: SMin Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The shell area element minimum principal stress, at the specified joint for the specified layer and layer integration point. Field: SAngle Field is Imported: No Format: Angles (Structure Dimensions section of form) Units: Degrees The angle measured counterclockwise (when the local 3 axis is pointing toward you) from the area element local 1 axis to the direction of the maximum principal layer stress. Field: SVM Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The shell area element Von Mises stress, at the specified joint for the specified layer and layer integration point. Field: S13Avg Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The area element average S13 out-of-plane shear stress at the specified joint for the specified layer and layer integration point. Table: Element Stresses - Area Shell Layers Field: S12 Page 1375 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: S23Avg Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The area element average S23 out-of-plane shear stress at the specified joint for the specified layer and layer integration point. Field: SMaxAvg Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The area element maximum average out-of-plane shear stress for the specified layer and layer integration point. It is equal to the square root of the sum of the squares of S13Avg and S23Avg. Field: SAngleAvg Field is Imported: No Format: Angles (Structure Dimensions section of form) Units: Degrees The angle measured counterclockwise (when the local 3 axis is pointing toward you) from the area element local 1 axis to the direction of SMaxAvg. Table: Element Stresses - Solids Field: Solid Field is Imported: No Format: Controlled by program Units: Text Label of a Solid object. Field: SolidElem Field is Imported: No Format: Controlled by program Units: Text Number of a Solid element associated with the specified Solid object. For analysis, the Solid object is internally modelled using one or more Solid elements. Table: Element Stresses - Solids Field: S23Avg Page 1376 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Joint Field is Imported: No Format: Controlled by program Units: Text The name of the joint at which the Solid element stresses are reported. Field: OutputCase Field is Imported: No Format: Controlled by program Units: Text The name of a load case or load combination. Field: CaseType Field is Imported: No Format: Controlled by program Units: Text The type of output case. This may be any one of the following: LinStatic, NonStatic, LinModal, LinRespSpec, LinModHist, NonModHist, LinDirHis, NonDirHist, LinMoving, LinBuckling, LinSteady, and Combination. Field: StepType Field is Imported: No Format: Controlled by program Units: Text The contents of this field vary depending on the type of output case considered. For linear static and response spectrum load cases this field is not used. For nonlinear static load cases this is either Step, Max, or Min. For modal cases this is Mode. For buckling factors this is Mode which refers to the buckling mode number. For linear modal history, nonlinear modal history, linear direct integration history, and nonlinear direct integration history cases this is either Time, Max or Min. For steady state and power spectral density load cases this is either Real at Freq, Imag at Freq, Real Min, Real Max, Imag Min, Imag Max, Mag at Freq, Mag Min, Mag Max, or RMS. Freq is short for frequency, Imag is short for imaginary and Mag is short for magnitude. For double-valued combinations this is either Max or Min. Table: Element Stresses - Solids Field: Joint Page 1377 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation For moving load cases this is the force correspondence if it has been requested. It may be M3 Min, M3 Max, M2 Min, M2 Max, T Min, T Max, V3 Min, V3 Max, V2 Min, V2 Max, P Min, or P Max. Field: StepNum Field is Imported: No Format: Controlled by program Units: Unitless The contents of this field vary depending on the type of output case considered. For linear static and response spectrum load cases this field is not used. For nonlinear static load cases this field reports the step number when the StepType is Step. For modal cases this field reports the mode number. For buckling factors this field reports the buckling mode number. For linear modal history, nonlinear modal history, linear direct integration history, and nonlinear direct integration history cases this field reports the time in seconds when the StepType is Time. For steady state and power spectral density load cases this field reports the frequency in Hz when the StepType is Real at Freq, Imag at Freq, or Mag at Freq. Field: S11 Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The Solid element internal S11 stress at the specified joint reported in the Solid element local coordinate system. Field: S22 Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The Solid element internal S22 stress at the specified joint reported in the Solid element local coordinate system. Field: S33 Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The Solid element internal S33 stress at the specified joint reported in the Solid element local coordinate system. Table: Element Stresses - Solids Field: StepNum Page 1378 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: S12 Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The Solid element internal S12 stress at the specified joint reported in the Solid element local coordinate system. Field: S13 Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The Solid element internal S13 stress at the specified joint reported in the Solid element local coordinate system. Field: S23 Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The Solid element internal S23 stress at the specified joint reported in the Solid element local coordinate system. Field: SMax Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The Solid element maximum principal stress at the specified joint. Field: SMid Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The Solid element middle principal stress at the specified joint. Field: SMin Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The Solid element minimum principal stress at the specified joint. Table: Element Stresses - Solids Field: S12 Page 1379 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: SVM Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The Solid element Von Mises stress at the specified joint. Field: DirCosMax1 Field is Imported: No Format: Controlled by program Units: Unitless The direction cosine of the Solid element maximum principal stress relative to the element local 1 axis at the specified joint. Field: DirCosMax2 Field is Imported: No Format: Controlled by program Units: Unitless The direction cosine of the Solid element maximum principal stress relative to the element local 2 axis at the specified joint. Field: DirCosMax3 Field is Imported: No Format: Controlled by program Units: Unitless The direction cosine of the Solid element maximum principal stress relative to the element local 3 axis at the specified joint. Field: DirCosMid1 Field is Imported: No Format: Controlled by program Units: Unitless The direction cosine of the Solid element middle principal stress relative to the element local 1 axis at the specified joint. Field: DirCosMid2 Field is Imported: No Format: Controlled by program Units: Unitless The direction cosine of the Solid element middle principal stress relative to the element local 2 axis at the specified joint. Table: Element Stresses - Solids Field: SVM Page 1380 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: DirCosMid3 Field is Imported: No Format: Controlled by program Units: Unitless The direction cosine of the Solid element middle principal stress relative to the element local 3 axis at the specified joint. Field: DirCosMin1 Field is Imported: No Format: Controlled by program Units: Unitless The direction cosine of the Solid element minimum principal stress relative to the element local 1 axis at the specified joint. Field: DirCosMin2 Field is Imported: No Format: Controlled by program Units: Unitless The direction cosine of the Solid element minimum principal stress relative to the element local 2 axis at the specified joint. Field: DirCosMin3 Field is Imported: No Format: Controlled by program Units: Unitless The direction cosine of the Solid element minimum principal stress relative to the element local 3 axis at the specified joint. Table: Frame Fiber Hinge States 01 - Overall Hinge Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: OutputCase Field is Imported: No Format: Controlled by program Units: Text The name of a load case or load combination. Table: Frame Fiber Hinge States 01 - Overall Hinge Field: DirCosMid3 Page 1381 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: CaseType Field is Imported: No Format: Controlled by program Units: Text The type of output case. This may be any one of the following: LinStatic, NonStatic, LinModal, LinRespSpec, LinModHist, NonModHist, LinDirHis, NonDirHist, LinMoving, LinBuckling, LinSteady, and Combination. Field: StepType Field is Imported: No Format: Controlled by program Units: Text The contents of this field vary depending on the type of output case considered. For linear static and response spectrum load cases this field is not used. For nonlinear static load cases this is either Step, Max, or Min. For modal cases this is Mode. For buckling factors this is Mode which refers to the buckling mode number. For linear modal history, nonlinear modal history, linear direct integration history, and nonlinear direct integration history cases this is either Time, Max or Min. For steady state and power spectral density load cases this is either Real at Freq, Imag at Freq, Real Min, Real Max, Imag Min, Imag Max, Mag at Freq, Mag Min, Mag Max, or RMS. Freq is short for frequency, Imag is short for imaginary and Mag is short for magnitude. For double-valued combinations this is either Max or Min. For moving load cases this is the force correspondence if it has been requested. It may be M3 Min, M3 Max, M2 Min, M2 Max, T Min, T Max, V3 Min, V3 Max, V2 Min, V2 Max, P Min, or P Max. Field: StepNum Field is Imported: No Format: Controlled by program Units: Unitless The contents of this field vary depending on the type of output case considered. For linear static and response spectrum load cases this field is not used. For nonlinear static load cases this field reports the step number when the StepType is Step. Table: Frame Fiber Hinge States 01 - Overall Hinge Field: CaseType Page 1382 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation For modal cases this field reports the mode number. For buckling factors this field reports the buckling mode number. For linear modal history, nonlinear modal history, linear direct integration history, and nonlinear direct integration history cases this field reports the time in seconds when the StepType is Time. For steady state and power spectral density load cases this field reports the frequency in Hz when the StepType is Real at Freq, Imag at Freq, or Mag at Freq. Field: AssignHinge Field is Imported: No Format: Controlled by program Units: Text The name of a hinge property assigned to the specified frame object. Field: GenHinge Field is Imported: No Format: Controlled by program Units: Text The name of the hinge property generated by the program for the specified frame object based on the assigned hinge property. Field: RelDist Field is Imported: No Format: Controlled by program Units: Unitless The specified relative distance from the I-end of the object to the hinge location. The relative distance is equal to the absolute distance divided by the beam length. Field: AbsDist Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The specified absolute distance from the I-end of the object to the hinge location. Field: P Field is Imported: No Format: Force (Forces section of form) Units: Force The P force in the frame element at the associated hinge, for the specified step. Table: Frame Fiber Hinge States 01 - Overall Hinge Field: AssignHinge Page 1383 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: V2 Field is Imported: No Format: Force (Forces section of form) Units: Force The V2 force in the frame element at the associated hinge, for the specified step. Field: V3 Field is Imported: No Format: Force (Forces section of form) Units: Force The V3 force in the frame element at the associated hinge, for the specified step. Field: T Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The T moment in the frame element at the associated hinge, for the specified step. Field: M2 Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The M2 moment in the frame element at the associated hinge, for the specified step. Field: M3 Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The M3 moment in the frame element at the associated hinge, for the specified step. Field: U1 Field is Imported: No Format: Translational Displ (Displacements section of form) Units: Length The translational deformation of the frame element, in the frame element local 1 direction, at the associated hinge, for the specified step. Table: Frame Fiber Hinge States 01 - Overall Hinge Field: V2 Page 1384 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: U2 Field is Imported: No Format: Translational Displ (Displacements section of form) Units: Length The translational deformation of the frame element, in the frame element local 2 direction, at the associated hinge, for the specified step. Field: U3 Field is Imported: No Format: Translational Displ (Displacements section of form) Units: Length The translational deformation of the frame element, in the frame element local 3 direction, at the associated hinge, for the specified step. Field: R1 Field is Imported: No Format: Rotational Displ (Displacements section of form) Units: Radians The rotational deformation of the frame element, in the frame element local 1 direction, at the associated hinge, for the specified step. Field: R2 Field is Imported: No Format: Rotational Displ (Displacements section of form) Units: Radians The rotational deformation of the frame element, in the frame element local 2 direction, at the associated hinge, for the specified step. Field: R3 Field is Imported: No Format: Rotational Displ (Displacements section of form) Units: Radians The rotational deformation of the frame element, in the frame element local 3 direction, at the associated hinge, for the specified step. Field: HingeState Field is Imported: No Format: Controlled by program Units: Text This is either A to B, B to C, C to D, D to E, or >E indicating the state of the hinge for the specified step. Table: Frame Fiber Hinge States 01 - Overall Hinge Field: U2 Page 1385 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Frame Fiber Hinge States 02 - Individual Fibers Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: OutputCase Field is Imported: No Format: Controlled by program Units: Text The name of a load case or load combination. Field: CaseType Field is Imported: No Format: Controlled by program Units: Text The type of output case. This may be any one of the following: LinStatic, NonStatic, LinModal, LinRespSpec, LinModHist, NonModHist, LinDirHis, NonDirHist, LinMoving, LinBuckling, LinSteady, and Combination. Field: StepType Field is Imported: No Format: Controlled by program Units: Text The contents of this field vary depending on the type of output case considered. For linear static and response spectrum load cases this field is not used. For nonlinear static load cases this is either Step, Max, or Min. For modal cases this is Mode. For buckling factors this is Mode which refers to the buckling mode number. For linear modal history, nonlinear modal history, linear direct integration history, and nonlinear direct integration history cases this is either Time, Max or Min. For steady state and power spectral density load cases this is either Real at Freq, Imag at Freq, Real Min, Real Max, Imag Min, Imag Max, Mag at Freq, Mag Min, Mag Max, or RMS. Freq is short for frequency, Imag is short for imaginary and Mag is short for magnitude. For double-valued combinations this is either Max or Min. Table: Frame Fiber Hinge States 02 - Individual Fibers Field: Frame Page 1386 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation For moving load cases this is the force correspondence if it has been requested. It may be M3 Min, M3 Max, M2 Min, M2 Max, T Min, T Max, V3 Min, V3 Max, V2 Min, V2 Max, P Min, or P Max. Field: StepNum Field is Imported: No Format: Controlled by program Units: Unitless The contents of this field vary depending on the type of output case considered. For linear static and response spectrum load cases this field is not used. For nonlinear static load cases this field reports the step number when the StepType is Step. For modal cases this field reports the mode number. For buckling factors this field reports the buckling mode number. For linear modal history, nonlinear modal history, linear direct integration history, and nonlinear direct integration history cases this field reports the time in seconds when the StepType is Time. For steady state and power spectral density load cases this field reports the frequency in Hz when the StepType is Real at Freq, Imag at Freq, or Mag at Freq. Field: AssignHinge Field is Imported: No Format: Controlled by program Units: Text The name of a hinge property assigned to the specified frame object. Field: GenHinge Field is Imported: No Format: Controlled by program Units: Text The name of the hinge property generated by the program for the specified frame object based on the assigned hinge property. Field: FiberNum Field is Imported: No Format: Controlled by program Units: Unitless The fiber number in the fiber hinge definition. Table: Frame Fiber Hinge States 02 - Individual Fibers Field: StepNum Page 1387 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: FiberStress Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The stress in the fiber for the specified step. Field: FiberStrain Field is Imported: No Format: Controlled by program Units: Unitless The strain in the fiber for the specified step. Field: FiberState Field is Imported: No Format: Controlled by program Units: Text This is either A to B, B to C, C to D, D to E, or >E indicating the state of the fiber for the specified step. Field: FiberMat Field is Imported: No Format: Controlled by program Units: Text The fiber material. Field: FiberArea Field is Imported: No Format: Area (Section Dimensions section of form) Units: Length2 The fiber cross section area. Field: FiberCoord3 Field is Imported: No Format: Coordinates (Structure Dimensions section of form) Units: Length The section property local 3-axis coordinate of the fiber. Field: FiberCoord2 Field is Imported: No Format: Coordinates (Structure Dimensions section of form) Units: Length The section property local 2-axis coordinate of the fiber. Table: Frame Fiber Hinge States 02 - Individual Fibers Field: FiberStress Page 1388 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: RelDist Field is Imported: No Format: Controlled by program Units: Unitless The specified relative distance from the I-end of the object to the hinge location. The relative distance is equal to the absolute distance divided by the beam length. Field: AbsDist Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The specified absolute distance from the I-end of the object to the hinge location. Table: Frame Hinge States Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: OutputCase Field is Imported: No Format: Controlled by program Units: Text The name of a load case or load combination. Field: CaseType Field is Imported: No Format: Controlled by program Units: Text The type of output case. This may be any one of the following: LinStatic, NonStatic, LinModal, LinRespSpec, LinModHist, NonModHist, LinDirHis, NonDirHist, LinMoving, LinBuckling, LinSteady, and Combination. Field: StepType Field is Imported: No Format: Controlled by program Units: Text The contents of this field vary depending on the type of output case considered. Table: Frame Hinge States Field: RelDist Page 1389 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation For linear static and response spectrum load cases this field is not used. For nonlinear static load cases this is either Step, Max, or Min. For modal cases this is Mode. For buckling factors this is Mode which refers to the buckling mode number. For linear modal history, nonlinear modal history, linear direct integration history, and nonlinear direct integration history cases this is either Time, Max or Min. For steady state and power spectral density load cases this is either Real at Freq, Imag at Freq, Real Min, Real Max, Imag Min, Imag Max, Mag at Freq, Mag Min, Mag Max, or RMS. Freq is short for frequency, Imag is short for imaginary and Mag is short for magnitude. For double-valued combinations this is either Max or Min. For moving load cases this is the force correspondence if it has been requested. It may be M3 Min, M3 Max, M2 Min, M2 Max, T Min, T Max, V3 Min, V3 Max, V2 Min, V2 Max, P Min, or P Max. Field: StepNum Field is Imported: No Format: Controlled by program Units: Unitless The contents of this field vary depending on the type of output case considered. For linear static and response spectrum load cases this field is not used. For nonlinear static load cases this field reports the step number when the StepType is Step. For modal cases this field reports the mode number. For buckling factors this field reports the buckling mode number. For linear modal history, nonlinear modal history, linear direct integration history, and nonlinear direct integration history cases this field reports the time in seconds when the StepType is Time. For steady state and power spectral density load cases this field reports the frequency in Hz when the StepType is Real at Freq, Imag at Freq, or Mag at Freq. Table: Frame Hinge States Field: StepNum Page 1390 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: AssignHinge Field is Imported: No Format: Controlled by program Units: Text The name of a hinge property assigned to the specified frame object. Field: GenHinge Field is Imported: No Format: Controlled by program Units: Text The name of the hinge property generated by the program for the specified frame object based on the assigned hinge property. Field: RelDist Field is Imported: No Format: Controlled by program Units: Unitless The specified relative distance from the I-end of the object to the hinge location. The relative distance is equal to the absolute distance divided by the beam length. Field: AbsDist Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The specified absolute distance from the I-end of the object to the hinge location. Field: P Field is Imported: No Format: Force (Forces section of form) Units: Force The P force in the frame element at the associated hinge, for the specified step. Field: V2 Field is Imported: No Format: Force (Forces section of form) Units: Force The V2 force in the frame element at the associated hinge, for the specified step. Table: Frame Hinge States Field: AssignHinge Page 1391 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: V3 Field is Imported: No Format: Force (Forces section of form) Units: Force The V3 force in the frame element at the associated hinge, for the specified step. Field: T Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The T moment in the frame element at the associated hinge, for the specified step. Field: M2 Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The M2 moment in the frame element at the associated hinge, for the specified step. Field: M3 Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The M3 moment in the frame element at the associated hinge, for the specified step. Field: U1Plastic Field is Imported: No Format: Translational Displ (Displacements section of form) Units: Length The translational deformation of the frame element, in the frame element local 1 direction, at the associated hinge, for the specified step. Field: U2Plastic Field is Imported: No Format: Translational Displ (Displacements section of form) Units: Length The translational deformation of the frame element, in the frame element local 2 direction, at the associated hinge, for the specified step. Table: Frame Hinge States Field: V3 Page 1392 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: U3Plastic Field is Imported: No Format: Translational Displ (Displacements section of form) Units: Length The translational deformation of the frame element, in the frame element local 3 direction, at the associated hinge, for the specified step. Field: R1Plastic Field is Imported: No Format: Rotational Displ (Displacements section of form) Units: Radians The rotational deformation of the frame element, in the frame element local 1 direction, at the associated hinge, for the specified step. Field: R2Plastic Field is Imported: No Format: Rotational Displ (Displacements section of form) Units: Radians The rotational deformation of the frame element, in the frame element local 2 direction, at the associated hinge, for the specified step. Field: R3Plastic Field is Imported: No Format: Rotational Displ (Displacements section of form) Units: Radians The rotational deformation of the frame element, in the frame element local 3 direction, at the associated hinge, for the specified step. Field: HingeState Field is Imported: No Format: Controlled by program Units: Text This is either A to B, B to C, C to D, D to E, or >E indicating the state of the hinge for the specified step. Field: HingeStatus Field is Imported: No Format: Controlled by program Units: Text This is either A to IO, IO to LS, LS to CP, or >CP indicating the hinge status for the specified step. Table: Frame Hinge States Field: U3Plastic Page 1393 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Joint Accelerations - Absolute Field: Joint Field is Imported: No Format: Controlled by program Units: Text Label of a joint. Field: OutputCase Field is Imported: No Format: Controlled by program Units: Text The name of a load case or load combination. Field: CaseType Field is Imported: No Format: Controlled by program Units: Text The type of output case. This may be any one of the following: LinStatic, NonStatic, LinModal, LinRespSpec, LinModHist, NonModHist, LinDirHis, NonDirHist, LinMoving, LinBuckling, LinSteady, and Combination. Field: StepType Field is Imported: No Format: Controlled by program Units: Text The contents of this field vary depending on the type of output case considered. For linear static and response spectrum load cases this field is not used. For nonlinear static load cases this is either Step, Max, or Min. For modal cases this is Mode. For buckling factors this is Mode which refers to the buckling mode number. For linear modal history, nonlinear modal history, linear direct integration history, and nonlinear direct integration history cases this is either Time, Max or Min. For steady state and power spectral density load cases this is either Real at Freq, Imag at Freq, Real Min, Real Max, Imag Min, Imag Max, Mag at Freq, Mag Min, Mag Max, or RMS. Freq is short for frequency, Imag is short for imaginary and Mag is short for magnitude. For double-valued combinations this is either Max or Min. Table: Joint Accelerations - Absolute Field: Joint Page 1394 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation For moving load cases this is the force correspondence if it has been requested. It may be M3 Min, M3 Max, M2 Min, M2 Max, T Min, T Max, V3 Min, V3 Max, V2 Min, V2 Max, P Min, or P Max. Field: StepNum Field is Imported: No Format: Controlled by program Units: Unitless The contents of this field vary depending on the type of output case considered. For linear static and response spectrum load cases this field is not used. For nonlinear static load cases this field reports the step number when the StepType is Step. For modal cases this field reports the mode number. For buckling factors this field reports the buckling mode number. For linear modal history, nonlinear modal history, linear direct integration history, and nonlinear direct integration history cases this field reports the time in seconds when the StepType is Time. For steady state and power spectral density load cases this field reports the frequency in Hz when the StepType is Real at Freq, Imag at Freq, or Mag at Freq. Field: U1 Field is Imported: No Format: Acceleration-Trans (Time-Related section of form) Units: Length/sec2 Joint absolute acceleration in the joint local 1 axis direction. Field: U2 Field is Imported: No Format: Acceleration-Trans (Time-Related section of form) Units: Length/sec2 Joint absolute acceleration in the joint local 2 axis direction. Field: U3 Field is Imported: No Format: Acceleration-Trans (Time-Related section of form) Units: Length/sec2 Joint absolute acceleration in the joint local 3 axis direction. Table: Joint Accelerations - Absolute Field: StepNum Page 1395 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: R1 Field is Imported: No Format: Acceleration-Rot (Time-Related section of form) Units: rad/sec2 Joint absolute acceleration about the joint local 1 axis. Field: R2 Field is Imported: No Format: Acceleration-Rot (Time-Related section of form) Units: rad/sec2 Joint absolute acceleration about the joint local 2 axis. Field: R3 Field is Imported: No Format: Acceleration-Rot (Time-Related section of form) Units: rad/sec2 Joint absolute acceleration about the joint local 3 axis. Table: Joint Accelerations - Relative Field: Joint Field is Imported: No Format: Controlled by program Units: Text Label of a joint. Field: OutputCase Field is Imported: No Format: Controlled by program Units: Text The name of a load case or load combination. Field: CaseType Field is Imported: No Format: Controlled by program Units: Text The type of output case. This may be any one of the following: LinStatic, NonStatic, LinModal, LinRespSpec, LinModHist, NonModHist, LinDirHis, NonDirHist, LinMoving, LinBuckling, LinSteady, and Combination. Table: Joint Accelerations - Relative Field: R1 Page 1396 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: StepType Field is Imported: No Format: Controlled by program Units: Text The contents of this field vary depending on the type of output case considered. For linear static and response spectrum load cases this field is not used. For nonlinear static load cases this is either Step, Max, or Min. For modal cases this is Mode. For buckling factors this is Mode which refers to the buckling mode number. For linear modal history, nonlinear modal history, linear direct integration history, and nonlinear direct integration history cases this is either Time, Max or Min. For steady state and power spectral density load cases this is either Real at Freq, Imag at Freq, Real Min, Real Max, Imag Min, Imag Max, Mag at Freq, Mag Min, Mag Max, or RMS. Freq is short for frequency, Imag is short for imaginary and Mag is short for magnitude. For double-valued combinations this is either Max or Min. For moving load cases this is the force correspondence if it has been requested. It may be M3 Min, M3 Max, M2 Min, M2 Max, T Min, T Max, V3 Min, V3 Max, V2 Min, V2 Max, P Min, or P Max. Field: StepNum Field is Imported: No Format: Controlled by program Units: Unitless The contents of this field vary depending on the type of output case considered. For linear static and response spectrum load cases this field is not used. For nonlinear static load cases this field reports the step number when the StepType is Step. For modal cases this field reports the mode number. For buckling factors this field reports the buckling mode number. For linear modal history, nonlinear modal history, linear direct integration history, and nonlinear direct integration history cases this field reports the time in seconds when the StepType is Time. Table: Joint Accelerations - Relative Field: StepType Page 1397 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation For steady state and power spectral density load cases this field reports the frequency in Hz when the StepType is Real at Freq, Imag at Freq, or Mag at Freq. Field: U1 Field is Imported: No Format: Acceleration-Trans (Time-Related section of form) Units: Length/sec2 Joint relative acceleration in the joint local 1 axis direction. Field: U2 Field is Imported: No Format: Acceleration-Trans (Time-Related section of form) Units: Length/sec2 Joint relative acceleration in the joint local 2 axis direction. Field: U3 Field is Imported: No Format: Acceleration-Trans (Time-Related section of form) Units: Length/sec2 Joint relative acceleration in the joint local 3 axis direction. Field: R1 Field is Imported: No Format: Acceleration-Rot (Time-Related section of form) Units: rad/sec2 Joint relative acceleration about the joint local 1 axis. Field: R2 Field is Imported: No Format: Acceleration-Rot (Time-Related section of form) Units: rad/sec2 Joint relative acceleration about the joint local 2 axis. Field: R3 Field is Imported: No Format: Acceleration-Rot (Time-Related section of form) Units: rad/sec2 Joint relative acceleration about the joint local 1 axis. Table: Joint Accelerations - Relative Field: U1 Page 1398 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Joint Displacements Field: Joint Field is Imported: No Format: Controlled by program Units: Text Label of a joint. Field: OutputCase Field is Imported: No Format: Controlled by program Units: Text The name of a load case or load combination. Field: CaseType Field is Imported: No Format: Controlled by program Units: Text The type of output case. This may be any one of the following: LinStatic, NonStatic, LinModal, LinRespSpec, LinModHist, NonModHist, LinDirHis, NonDirHist, LinMoving, LinBuckling, LinSteady, and Combination. Field: StepType Field is Imported: No Format: Controlled by program Units: Text The contents of this field vary depending on the type of output case considered. For linear static and response spectrum load cases this field is not used. For nonlinear static load cases this is either Step, Max, or Min. For modal cases this is Mode. For buckling factors this is Mode which refers to the buckling mode number. For linear modal history, nonlinear modal history, linear direct integration history, and nonlinear direct integration history cases this is either Time, Max or Min. For steady state and power spectral density load cases this is either Real at Freq, Imag at Freq, Real Min, Real Max, Imag Min, Imag Max, Mag at Freq, Mag Min, Mag Max, or RMS. Freq is short for frequency, Imag is short for imaginary and Mag is short for magnitude. For double-valued combinations this is either Max or Min. Table: Joint Displacements Field: Joint Page 1399 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation For moving load cases this is the force correspondence if it has been requested. It may be M3 Min, M3 Max, M2 Min, M2 Max, T Min, T Max, V3 Min, V3 Max, V2 Min, V2 Max, P Min, or P Max. Field: StepNum Field is Imported: No Format: Controlled by program Units: Unitless The contents of this field vary depending on the type of output case considered. For linear static and response spectrum load cases this field is not used. For nonlinear static load cases this field reports the step number when the StepType is Step. For modal cases this field reports the mode number. For buckling factors this field reports the buckling mode number. For linear modal history, nonlinear modal history, linear direct integration history, and nonlinear direct integration history cases this field reports the time in seconds when the StepType is Time. For steady state and power spectral density load cases this field reports the frequency in Hz when the StepType is Real at Freq, Imag at Freq, or Mag at Freq. Field: U1 Field is Imported: No Format: Translational Displ (Displacements section of form) Units: Length Joint displacement (relative to the ground) in the joint local 1 axis direction. Field: U2 Field is Imported: No Format: Translational Displ (Displacements section of form) Units: Length Joint displacement (relative to the ground) in the joint local 2 axis direction. Field: U3 Field is Imported: No Format: Translational Displ (Displacements section of form) Units: Length Joint displacement (relative to the ground) in the joint local 3 axis direction. Table: Joint Displacements Field: StepNum Page 1400 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: R1 Field is Imported: No Format: Rotational Displ (Displacements section of form) Units: Radians Joint rotation (relative to the ground) about the joint local 1 axis. Field: R2 Field is Imported: No Format: Rotational Displ (Displacements section of form) Units: Radians Joint rotation (relative to the ground) about the joint local 2 axis. Field: R3 Field is Imported: No Format: Rotational Displ (Displacements section of form) Units: Radians Joint rotation (relative to the ground) about the joint local 3 axis. Table: Joint Displacements - Absolute Field: Joint Field is Imported: No Format: Controlled by program Units: Text Label of a joint. Field: OutputCase Field is Imported: No Format: Controlled by program Units: Text The name of a load case or load combination. Field: CaseType Field is Imported: No Format: Controlled by program Units: Text The type of output case. This may be any one of the following: LinStatic, NonStatic, LinModal, LinRespSpec, LinModHist, NonModHist, LinDirHis, NonDirHist, LinMoving, LinBuckling, LinSteady, and Combination. Table: Joint Displacements - Absolute Field: R1 Page 1401 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: StepType Field is Imported: No Format: Controlled by program Units: Text The contents of this field vary depending on the type of output case considered. For linear static and response spectrum load cases this field is not used. For nonlinear static load cases this is either Step, Max, or Min. For modal cases this is Mode. For buckling factors this is Mode which refers to the buckling mode number. For linear modal history, nonlinear modal history, linear direct integration history, and nonlinear direct integration history cases this is either Time, Max or Min. For steady state and power spectral density load cases this is either Real at Freq, Imag at Freq, Real Min, Real Max, Imag Min, Imag Max, Mag at Freq, Mag Min, Mag Max, or RMS. Freq is short for frequency, Imag is short for imaginary and Mag is short for magnitude. For double-valued combinations this is either Max or Min. For moving load cases this is the force correspondence if it has been requested. It may be M3 Min, M3 Max, M2 Min, M2 Max, T Min, T Max, V3 Min, V3 Max, V2 Min, V2 Max, P Min, or P Max. Field: StepNum Field is Imported: No Format: Controlled by program Units: Unitless The contents of this field vary depending on the type of output case considered. For linear static and response spectrum load cases this field is not used. For nonlinear static load cases this field reports the step number when the StepType is Step. For modal cases this field reports the mode number. For buckling factors this field reports the buckling mode number. For linear modal history, nonlinear modal history, linear direct integration history, and nonlinear direct integration history cases this field reports the time in seconds when the StepType is Time. Table: Joint Displacements - Absolute Field: StepType Page 1402 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation For steady state and power spectral density load cases this field reports the frequency in Hz when the StepType is Real at Freq, Imag at Freq, or Mag at Freq. Field: U1 Field is Imported: No Format: Translational Displ (Displacements section of form) Units: Length Joint absolute displacement in the joint local 1 axis direction. Field: U2 Field is Imported: No Format: Translational Displ (Displacements section of form) Units: Length Joint absolute displacement in the joint local 2 axis direction. Field: U3 Field is Imported: No Format: Translational Displ (Displacements section of form) Units: Length Joint absolute displacement in the joint local 3 axis direction. Field: R1 Field is Imported: No Format: Rotational Displ (Displacements section of form) Units: Radians Joint absolute rotation about the joint local 1 axis. Field: R2 Field is Imported: No Format: Rotational Displ (Displacements section of form) Units: Radians Joint absolute rotation about the joint local 2 axis. Field: R3 Field is Imported: No Format: Rotational Displ (Displacements section of form) Units: Radians Joint absolute rotation about the joint local 3 axis. Table: Joint Displacements - Absolute Field: U1 Page 1403 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Joint Displacements - Generalized Field: GenDispl Field is Imported: No Format: Controlled by program Units: Text Name of the generalized displacement. Field: DisplType Field is Imported: No Format: Controlled by program Units: Text This is either Translation or Rotation indicating the type of generalized displacement. Field: OutputCase Field is Imported: No Format: Controlled by program Units: Text The name of a load case or load combination. Field: CaseType Field is Imported: No Format: Controlled by program Units: Text The type of output case. This may be any one of the following: LinStatic, NonStatic, LinModal, LinRespSpec, LinModHist, NonModHist, LinDirHis, NonDirHist, LinMoving, LinBuckling, LinSteady, and Combination. Field: StepType Field is Imported: No Format: Controlled by program Units: Text The contents of this field vary depending on the type of output case considered. For linear static and response spectrum load cases this field is not used. For nonlinear static load cases this is either Step, Max, or Min. For modal cases this is Mode. For buckling factors this is Mode which refers to the buckling mode number. For linear modal history, nonlinear modal history, linear direct integration history, and nonlinear direct integration history cases this is either Time, Max or Min. Table: Joint Displacements - Generalized Field: GenDispl Page 1404 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation For steady state and power spectral density load cases this is either Real at Freq, Imag at Freq, Real Min, Real Max, Imag Min, Imag Max, Mag at Freq, Mag Min, Mag Max, or RMS. Freq is short for frequency, Imag is short for imaginary and Mag is short for magnitude. For double-valued combinations this is either Max or Min. For moving load cases this is the force correspondence if it has been requested. It may be M3 Min, M3 Max, M2 Min, M2 Max, T Min, T Max, V3 Min, V3 Max, V2 Min, V2 Max, P Min, or P Max. Field: StepNum Field is Imported: No Format: Controlled by program Units: Unitless The contents of this field vary depending on the type of output case considered. For linear static and response spectrum load cases this field is not used. For nonlinear static load cases this field reports the step number when the StepType is Step. For modal cases this field reports the mode number. For buckling factors this field reports the buckling mode number. For linear modal history, nonlinear modal history, linear direct integration history, and nonlinear direct integration history cases this field reports the time in seconds when the StepType is Time. For steady state and power spectral density load cases this field reports the frequency in Hz when the StepType is Real at Freq, Imag at Freq, or Mag at Freq. Field: Translation Field is Imported: No Format: Translational Displ (Displacements section of form) Units: Length Displacement of a translational-type generalized displacement. Field: Rotation Field is Imported: No Format: Rotational Displ (Displacements section of form) Units: Radians Rotation of a rotational-type generalized displacement. Table: Joint Displacements - Generalized Field: StepNum Page 1405 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Joint Reactions Field: Joint Field is Imported: No Format: Controlled by program Units: Text Label of a joint. Field: OutputCase Field is Imported: No Format: Controlled by program Units: Text The name of a load case or load combination. Field: CaseType Field is Imported: No Format: Controlled by program Units: Text The type of output case. This may be any one of the following: LinStatic, NonStatic, LinModal, LinRespSpec, LinModHist, NonModHist, LinDirHis, NonDirHist, LinMoving, LinBuckling, LinSteady, and Combination. Field: StepType Field is Imported: No Format: Controlled by program Units: Text The contents of this field vary depending on the type of output case considered. For linear static and response spectrum load cases this field is not used. For nonlinear static load cases this is either Step, Max, or Min. For modal cases this is Mode. For buckling factors this is Mode which refers to the buckling mode number. For linear modal history, nonlinear modal history, linear direct integration history, and nonlinear direct integration history cases this is either Time, Max or Min. For steady state and power spectral density load cases this is either Real at Freq, Imag at Freq, Real Min, Real Max, Imag Min, Imag Max, Mag at Freq, Mag Min, Mag Max, or RMS. Freq is short for frequency, Imag is short for imaginary and Mag is short for magnitude. For double-valued combinations this is either Max or Min. Table: Joint Reactions Field: Joint Page 1406 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation For moving load cases this is the force correspondence if it has been requested. It may be M3 Min, M3 Max, M2 Min, M2 Max, T Min, T Max, V3 Min, V3 Max, V2 Min, V2 Max, P Min, or P Max. Field: StepNum Field is Imported: No Format: Controlled by program Units: Unitless The contents of this field vary depending on the type of output case considered. For linear static and response spectrum load cases this field is not used. For nonlinear static load cases this field reports the step number when the StepType is Step. For modal cases this field reports the mode number. For buckling factors this field reports the buckling mode number. For linear modal history, nonlinear modal history, linear direct integration history, and nonlinear direct integration history cases this field reports the time in seconds when the StepType is Time. For steady state and power spectral density load cases this field reports the frequency in Hz when the StepType is Real at Freq, Imag at Freq, or Mag at Freq. Field: F1 Field is Imported: No Format: Force (Forces section of form) Units: Force Joint reaction force in the joint local 1 axis direction. Field: F2 Field is Imported: No Format: Force (Forces section of form) Units: Force Joint reaction force in the joint local 2 axis direction. Field: F3 Field is Imported: No Format: Force (Forces section of form) Units: Force Joint reaction force in the joint local 3 axis direction. Table: Joint Reactions Field: StepNum Page 1407 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: M1 Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length Joint reaction moment about the joint local 1 axis. Field: M2 Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length Joint reaction moment about the joint local 2 axis. Field: M3 Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length Joint reaction moment about the joint local 3 axis. Table: Joint Time History Response Spectra Field: Joint Field is Imported: No Format: Controlled by program Units: Text Label of a joint. Field: RSNamedSet Field is Imported: No Format: Controlled by program Units: Text Name of the joint time history response spectrum named set associated with this output. Field: OutputCase Field is Imported: No Format: Controlled by program Units: Text The name of a load case or load combination. Table: Joint Time History Response Spectra Field: M1 Page 1408 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: CoordSys Field is Imported: No Format: Controlled by program Units: Text The coordinate system in which the response spectrum curve is generated. Field: Dir Field is Imported: No Format: Controlled by program Units: Text This is either UX, UY, or UZ (U1, U2 or U3 for local) indicating the direction in the specified coordinate system for which the response spectrum curve is generated. Field: Damping Field is Imported: No Format: Controlled by program Units: Unitless The critical damping ratio for with the response spectrum. Field: SpcWidening Field is Imported: No Format: Controlled by program Units: Percent The percent spectrum widening for the response spectrum. Field: Period Field is Imported: No Format: Period (Time-Related section of form) Units: Sec A period value for the response spectrum. Field: Frequency Field is Imported: No Format: Frequency (Time-Related section of form) Units: Cyc/sec A frequency value for the response spectrum. Field: SD Field is Imported: No Format: Translational Displ (Displacements section of form) Units: Length A spectral displacement value for the response spectrum. Table: Joint Time History Response Spectra Field: CoordSys Page 1409 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: SV Field is Imported: No Format: Velocity-Trans (Time-Related section of form) Units: Length/sec A spectral velocity value for the response spectrum. Field: PSV Field is Imported: No Format: Velocity-Trans (Time-Related section of form) Units: Length/sec A pseudo spectral velocity value for the response spectrum. Field: SA Field is Imported: No Format: Acceleration-Trans (Time-Related section of form) Units: Length/sec2 A spectral acceleration value for the response spectrum. Field: PSA Field is Imported: No Format: Acceleration-Trans (Time-Related section of form) Units: Length/sec2 A pseudo spectral acceleration value for the response spectrum. Table: Joint Velocities - Absolute Field: Joint Field is Imported: No Format: Controlled by program Units: Text Label of a joint. Field: OutputCase Field is Imported: No Format: Controlled by program Units: Text The name of a load case or load combination. Table: Joint Velocities - Absolute Field: SV Page 1410 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: CaseType Field is Imported: No Format: Controlled by program Units: Text The type of output case. This may be any one of the following: LinStatic, NonStatic, LinModal, LinRespSpec, LinModHist, NonModHist, LinDirHis, NonDirHist, LinMoving, LinBuckling, LinSteady, and Combination. Field: StepType Field is Imported: No Format: Controlled by program Units: Text The contents of this field vary depending on the type of output case considered. For linear static and response spectrum load cases this field is not used. For nonlinear static load cases this is either Step, Max, or Min. For modal cases this is Mode. For buckling factors this is Mode which refers to the buckling mode number. For linear modal history, nonlinear modal history, linear direct integration history, and nonlinear direct integration history cases this is either Time, Max or Min. For steady state and power spectral density load cases this is either Real at Freq, Imag at Freq, Real Min, Real Max, Imag Min, Imag Max, Mag at Freq, Mag Min, Mag Max, or RMS. Freq is short for frequency, Imag is short for imaginary and Mag is short for magnitude. For double-valued combinations this is either Max or Min. For moving load cases this is the force correspondence if it has been requested. It may be M3 Min, M3 Max, M2 Min, M2 Max, T Min, T Max, V3 Min, V3 Max, V2 Min, V2 Max, P Min, or P Max. Field: StepNum Field is Imported: No Format: Controlled by program Units: Unitless The contents of this field vary depending on the type of output case considered. For linear static and response spectrum load cases this field is not used. For nonlinear static load cases this field reports the step number when the StepType is Step. Table: Joint Velocities - Absolute Field: CaseType Page 1411 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation For modal cases this field reports the mode number. For buckling factors this field reports the buckling mode number. For linear modal history, nonlinear modal history, linear direct integration history, and nonlinear direct integration history cases this field reports the time in seconds when the StepType is Time. For steady state and power spectral density load cases this field reports the frequency in Hz when the StepType is Real at Freq, Imag at Freq, or Mag at Freq. Field: U1 Field is Imported: No Format: Velocity-Trans (Time-Related section of form) Units: Length/sec Joint absolute velocity in the joint local 1 axis direction. Field: U2 Field is Imported: No Format: Velocity-Trans (Time-Related section of form) Units: Length/sec Joint absolute velocity in the joint local 2 axis direction. Field: U3 Field is Imported: No Format: Velocity-Trans (Time-Related section of form) Units: Length/sec Joint absolute velocity in the joint local 3 axis direction. Field: R1 Field is Imported: No Format: Velocity-Rot (Time-Related section of form) Units: rad/sec Joint absolute velocity about the joint local 1 axis. Field: R2 Field is Imported: No Format: Velocity-Rot (Time-Related section of form) Units: rad/sec Joint absolute velocity about the joint local 2 axis. Table: Joint Velocities - Absolute Field: U1 Page 1412 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: R3 Field is Imported: No Format: Velocity-Rot (Time-Related section of form) Units: rad/sec Joint absolute velocity about the joint local 3 axis. Table: Joint Velocities - Relative Field: Joint Field is Imported: No Format: Controlled by program Units: Text Label of a joint. Field: OutputCase Field is Imported: No Format: Controlled by program Units: Text The name of a load case or load combination. Field: CaseType Field is Imported: No Format: Controlled by program Units: Text The type of output case. This may be any one of the following: LinStatic, NonStatic, LinModal, LinRespSpec, LinModHist, NonModHist, LinDirHis, NonDirHist, LinMoving, LinBuckling, LinSteady, and Combination. Field: StepType Field is Imported: No Format: Controlled by program Units: Text The contents of this field vary depending on the type of output case considered. For linear static and response spectrum load cases this field is not used. For nonlinear static load cases this is either Step, Max, or Min. For modal cases this is Mode. For buckling factors this is Mode which refers to the buckling mode number. Table: Joint Velocities - Relative Field: R3 Page 1413 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation For linear modal history, nonlinear modal history, linear direct integration history, and nonlinear direct integration history cases this is either Time, Max or Min. For steady state and power spectral density load cases this is either Real at Freq, Imag at Freq, Real Min, Real Max, Imag Min, Imag Max, Mag at Freq, Mag Min, Mag Max, or RMS. Freq is short for frequency, Imag is short for imaginary and Mag is short for magnitude. For double-valued combinations this is either Max or Min. For moving load cases this is the force correspondence if it has been requested. It may be M3 Min, M3 Max, M2 Min, M2 Max, T Min, T Max, V3 Min, V3 Max, V2 Min, V2 Max, P Min, or P Max. Field: StepNum Field is Imported: No Format: Controlled by program Units: Unitless The contents of this field vary depending on the type of output case considered. For linear static and response spectrum load cases this field is not used. For nonlinear static load cases this field reports the step number when the StepType is Step. For modal cases this field reports the mode number. For buckling factors this field reports the buckling mode number. For linear modal history, nonlinear modal history, linear direct integration history, and nonlinear direct integration history cases this field reports the time in seconds when the StepType is Time. For steady state and power spectral density load cases this field reports the frequency in Hz when the StepType is Real at Freq, Imag at Freq, or Mag at Freq. Field: U1 Field is Imported: No Format: Velocity-Trans (Time-Related section of form) Units: Length/sec Joint relative velocity in the joint local 1 axis direction. Field: U2 Field is Imported: No Format: Velocity-Trans (Time-Related section of form) Units: Length/sec Joint relative velocity in the joint local 2 axis direction. Table: Joint Velocities - Relative Field: StepNum Page 1414 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: U3 Field is Imported: No Format: Velocity-Trans (Time-Related section of form) Units: Length/sec Joint relative velocity in the joint local 3 axis direction. Field: R1 Field is Imported: No Format: Velocity-Rot (Time-Related section of form) Units: rad/sec Joint relative velocity about the joint local 1 axis. Field: R2 Field is Imported: No Format: Velocity-Rot (Time-Related section of form) Units: rad/sec Joint relative velocity about the joint local 2 axis. Field: R3 Field is Imported: No Format: Velocity-Rot (Time-Related section of form) Units: rad/sec Joint relative velocity about the joint local 3 axis. Table: Modal Load Participation Ratios Field: OutputCase Field is Imported: No Format: Controlled by program Units: Text Name of a modal case. Field: ItemType Field is Imported: No Format: Controlled by program Units: Text This may be Load Pattern, Acceleration, Link or Panel Zone. It specifies the type of item for which the modal load participation is reported. Table: Modal Load Participation Ratios Field: U3 Page 1415 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Item Field is Imported: No Format: Controlled by program Units: Text If the ItemType is Load Pattern then this is the name of the load pattern. If the ItemType is Accel then this is the acceleration direction. It is either UX, UY, UZ, RX, RY, or RZ. If the ItemType is Link then this is the name of the link followed by the degree of freedom for which the output is reported in parenthesis. The degree of freedom is either U1, U2, U3, R1, R2, or R3. If the ItemType is Panel Zone then this is the name of the joint towhich the panel zone is assigned followed by the degree of freedom for which the output is reported in parenthesis. The degree of freedom is either U1, U2, U3, R1, R2, or R3. Field: Static Field is Imported: No Format: Controlled by program Units: Percent The static load participation ratio. Field: Dynamic Field is Imported: No Format: Controlled by program Units: Percent The dynamic load participation ratio. Table: Modal Participating Mass Ratios Field: OutputCase Field is Imported: No Format: Controlled by program Units: Text Name of a modal case. Field: StepType Field is Imported: No Format: Controlled by program Units: Text The contents of this field vary depending on the type of output case considered. Table: Modal Participating Mass Ratios Field: Item Page 1416 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation For linear static and response spectrum load cases this field is not used. For nonlinear static load cases this is either Step, Max, or Min. For modal cases this is Mode. For buckling factors this is Mode which refers to the buckling mode number. For linear modal history, nonlinear modal history, linear direct integration history, and nonlinear direct integration history cases this is either Time, Max or Min. For steady state and power spectral density load cases this is either Real at Freq, Imag at Freq, Real Min, Real Max, Imag Min, Imag Max, Mag at Freq, Mag Min, Mag Max, or RMS. Freq is short for frequency, Imag is short for imaginary and Mag is short for magnitude. For double-valued combinations this is either Max or Min. For moving load cases this is the force correspondence if it has been requested. It may be M3 Min, M3 Max, M2 Min, M2 Max, T Min, T Max, V3 Min, V3 Max, V2 Min, V2 Max, P Min, or P Max. Field: StepNum Field is Imported: No Format: Controlled by program Units: Unitless The contents of this field vary depending on the type of output case considered. For linear static and response spectrum load cases this field is not used. For nonlinear static load cases this field reports the step number when the StepType is Step. For modal cases this field reports the mode number. For buckling factors this field reports the buckling mode number. For linear modal history, nonlinear modal history, linear direct integration history, and nonlinear direct integration history cases this field reports the time in seconds when the StepType is Time. For steady state and power spectral density load cases this field reports the frequency in Hz when the StepType is Real at Freq, Imag at Freq, or Mag at Freq. Table: Modal Participating Mass Ratios Field: StepNum Page 1417 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Period Field is Imported: No Format: Period (Time-Related section of form) Units: Sec The period of the associated mode from the associated modal load case. Field: UX Field is Imported: No Format: Par Mass Ratios (Modal Factors section of form) Units: Unitless The modal participating mass ratio for the structure UX degree of freedom. This ratio applies to the associated mode of the associated modal analysis case. Field: UY Field is Imported: No Format: Par Mass Ratios (Modal Factors section of form) Units: Unitless The modal participating mass ratio for the structure UY degree of freedom. This ratio applies to the associated mode of the associated modal analysis case. Field: UZ Field is Imported: No Format: Par Mass Ratios (Modal Factors section of form) Units: Unitless The modal participating mass ratio for the structure UZ degree of freedom. This ratio applies to the associated mode of the associated modal analysis case. Field: SumUX Field is Imported: No Format: Par Mass Ratios (Modal Factors section of form) Units: Unitless The cumulative sum of the modal participating mass ratio for the structure UX degree of freedom. Field: SumUY Field is Imported: No Format: Par Mass Ratios (Modal Factors section of form) Units: Unitless The cumulative sum of the modal participating mass ratio for the structure UY degree of freedom. Table: Modal Participating Mass Ratios Field: Period Page 1418 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: SumUZ Field is Imported: No Format: Par Mass Ratios (Modal Factors section of form) Units: Unitless The cumulative sum of the modal participating mass ratio for the structure UZ degree of freedom. Field: RX Field is Imported: No Format: Par Mass Ratios (Modal Factors section of form) Units: Unitless The modal participating mass ratio for the structure RX degree of freedom. This ratio applies to the associated mode of the associated modal analysis case. Field: RY Field is Imported: No Format: Par Mass Ratios (Modal Factors section of form) Units: Unitless The modal participating mass ratio for the structure RY degree of freedom. This ratio applies to the associated mode of the associated modal analysis case. Field: RZ Field is Imported: No Format: Par Mass Ratios (Modal Factors section of form) Units: Unitless The modal participating mass ratio for the structure RZ degree of freedom. This ratio applies to the associated mode of the associated modal analysis case. Field: SumRX Field is Imported: No Format: Par Mass Ratios (Modal Factors section of form) Units: Unitless The cumulative sum of the modal participating mass ratio for the structure RX degree of freedom. Field: SumRY Field is Imported: No Format: Par Mass Ratios (Modal Factors section of form) Units: Unitless The cumulative sum of the modal participating mass ratio for the structure RY degree of freedom. Table: Modal Participating Mass Ratios Field: SumUZ Page 1419 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: SumRZ Field is Imported: No Format: Par Mass Ratios (Modal Factors section of form) Units: Unitless The cumulative sum of the modal participating mass ratio for the structure RZ degree of freedom. Table: Modal Participation Factors Field: OutputCase Field is Imported: No Format: Controlled by program Units: Text Name of a modal case. Field: StepType Field is Imported: No Format: Controlled by program Units: Text The contents of this field vary depending on the type of output case considered. For linear static and response spectrum load cases this field is not used. For nonlinear static load cases this is either Step, Max, or Min. For modal cases this is Mode. For buckling factors this is Mode which refers to the buckling mode number. For linear modal history, nonlinear modal history, linear direct integration history, and nonlinear direct integration history cases this is either Time, Max or Min. For steady state and power spectral density load cases this is either Real at Freq, Imag at Freq, Real Min, Real Max, Imag Min, Imag Max, Mag at Freq, Mag Min, Mag Max, or RMS. Freq is short for frequency, Imag is short for imaginary and Mag is short for magnitude. For double-valued combinations this is either Max or Min. For moving load cases this is the force correspondence if it has been requested. It may be M3 Min, M3 Max, M2 Min, M2 Max, T Min, T Max, V3 Min, V3 Max, V2 Min, V2 Max, P Min, or P Max. Table: Modal Participation Factors Field: SumRZ Page 1420 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: StepNum Field is Imported: No Format: Controlled by program Units: Unitless The contents of this field vary depending on the type of output case considered. For linear static and response spectrum load cases this field is not used. For nonlinear static load cases this field reports the step number when the StepType is Step. For modal cases this field reports the mode number. For buckling factors this field reports the buckling mode number. For linear modal history, nonlinear modal history, linear direct integration history, and nonlinear direct integration history cases this field reports the time in seconds when the StepType is Time. For steady state and power spectral density load cases this field reports the frequency in Hz when the StepType is Real at Freq, Imag at Freq, or Mag at Freq. Field: Period Field is Imported: No Format: Period (Time-Related section of form) Units: Sec The period of the associated mode from the associated modal load case. Field: UX Field is Imported: No Format: Modal Par - Trans (Modal Factors section of form) Units: Force-s2 A modal participation factor for the structure UX degree of freedom, for the assciated mode of the associated modal load case. Field: UY Field is Imported: No Format: Modal Par - Trans (Modal Factors section of form) Units: Force-s2 A modal participation factor for the structure UY degree of freedom, for the assciated mode of the associated modal load case. Table: Modal Participation Factors Field: StepNum Page 1421 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: UZ Field is Imported: No Format: Modal Par - Trans (Modal Factors section of form) Units: Force-s2 A modal participation factor for the structure UZ degree of freedom, for the assciated mode of the associated modal load case. Field: RX Field is Imported: No Format: Modal Par - Rot (Modal Factors section of form) Units: Force-Length-s2 A modal participation factor for the structure RX degree of freedom, for the assciated mode of the associated modal load case. Field: RY Field is Imported: No Format: Modal Par - Rot (Modal Factors section of form) Units: Force-Length-s2 A modal participation factor for the structure RY degree of freedom, for the assciated mode of the associated modal load case. Field: RZ Field is Imported: No Format: Modal Par - Rot (Modal Factors section of form) Units: Force-Length-s2 A modal participation factor for the structure RZ degree of freedom, for the assciated mode of the associated modal load case. Field: ModalMass Field is Imported: No Format: Modal Mass (Modal Factors section of form) Units: Force-Length-s2 The modal mass for the specified mode. This is a measure of the kinetic energy in the structure if it is deforming in the specified mode. Modal mass is calculated as S(transpose)*M*S where S is the mode shape and M is the mass matrix. Note that the modal period (MP), modal mass (MM) and modal stiffness (MS) are related to each other by the following equation: MP = 2*pi*(MM/MS)^0.5. Table: Modal Participation Factors Field: UZ Page 1422 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ModalStiff Field is Imported: No Format: Modal Stiffness (Modal Factors section of form) Units: Force-Length Modal stiffness for the specified mode. This is a measure of the strain energy in the structure if it is deforming in the specified mode. Modal mass is calculated as S(transpose)*K*S where S is the mode shape and K is the stiffness matrix. Note that the modal period (MP), modal mass (MM) and modal stiffness (MS) are related to each other by the following equation: MP = 2*pi*(MM/MS)^0.5. Table: Modal Periods And Frequencies Field: OutputCase Field is Imported: No Format: Controlled by program Units: Text Name of a modal case. Field: StepType Field is Imported: No Format: Controlled by program Units: Text The contents of this field vary depending on the type of output case considered. For linear static and response spectrum load cases this field is not used. For nonlinear static load cases this is either Step, Max, or Min. For modal cases this is Mode. For buckling factors this is Mode which refers to the buckling mode number. For linear modal history, nonlinear modal history, linear direct integration history, and nonlinear direct integration history cases this is either Time, Max or Min. For steady state and power spectral density load cases this is either Real at Freq, Imag at Freq, Real Min, Real Max, Imag Min, Imag Max, Mag at Freq, Mag Min, Mag Max, or RMS. Freq is short for frequency, Imag is short for imaginary and Mag is short for magnitude. For double-valued combinations this is either Max or Min. Table: Modal Periods And Frequencies Field: ModalStiff Page 1423 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation For moving load cases this is the force correspondence if it has been requested. It may be M3 Min, M3 Max, M2 Min, M2 Max, T Min, T Max, V3 Min, V3 Max, V2 Min, V2 Max, P Min, or P Max. Field: StepNum Field is Imported: No Format: Controlled by program Units: Unitless The contents of this field vary depending on the type of output case considered. For linear static and response spectrum load cases this field is not used. For nonlinear static load cases this field reports the step number when the StepType is Step. For modal cases this field reports the mode number. For buckling factors this field reports the buckling mode number. For linear modal history, nonlinear modal history, linear direct integration history, and nonlinear direct integration history cases this field reports the time in seconds when the StepType is Time. For steady state and power spectral density load cases this field reports the frequency in Hz when the StepType is Real at Freq, Imag at Freq, or Mag at Freq. Field: Period Field is Imported: No Format: Period (Time-Related section of form) Units: Sec The period of the associated mode from the associated modal load case. Field: Frequency Field is Imported: No Format: Frequency (Time-Related section of form) Units: Cyc/sec The cyclic frequency of the associated mode from the associated modal load case. Field: CircFreq Field is Imported: No Format: Controlled by program Units: rad/sec The circular frequency of the associated mode from the associated modal load case. Table: Modal Periods And Frequencies Field: StepNum Page 1424 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Eigenvalue Field is Imported: No Format: Controlled by program Units: rad2/sec2 The eigenvalue of the associated mode from the associated modal load case. Table: Objects And Elements - Areas Field: AreaElem Field is Imported: No Format: Controlled by program Units: Text The name of an area element. Field: AreaObject Field is Imported: No Format: Controlled by program Units: Text The name of the area object from which the specified area element was created. Field: ElemJt1 Field is Imported: No Format: Controlled by program Units: Text The name of a joint element that is a corner point of the area element. Field: ElemJt2 Field is Imported: No Format: Controlled by program Units: Text The name of a joint element that is a corner point of the area element. Field: ElemJt3 Field is Imported: No Format: Controlled by program Units: Text The name of a joint element that is a corner point of the area element. Table: Objects And Elements - Areas Field: Eigenvalue Page 1425 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ElemJt4 Field is Imported: No Format: Controlled by program Units: Text The name of a joint element that is a corner point of the area element. Table: Objects And Elements - Frames Field: FrameElem Field is Imported: No Format: Controlled by program Units: Text The name of a frame element. Field: FrameObject Field is Imported: No Format: Controlled by program Units: Text The name of the frame object from which the specified frame element was created. Field: ElemJtI Field is Imported: No Format: Controlled by program Units: Text The name of a joint element at the I-end of the frame element. Field: ElemJtJ Field is Imported: No Format: Controlled by program Units: Text The name of a joint element at the J-end of the frame element. Table: Objects And Elements - Joints Field: JointElem Field is Imported: No Format: Controlled by program Units: Text The name of a joint element. Table: Objects And Elements - Frames Field: ElemJt4 Page 1426 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: JointObject Field is Imported: No Format: Controlled by program Units: Text The name of the joint object from which the specified joint element was created. If the joint element was not created from a joint object, but instead was created as a result of internal meshing by the program then this item is reported as None. Field: GlobalX Field is Imported: No Format: Coordinates (Structure Dimensions section of form) Units: Length Global X coordinate of the specified joint element. Field: GlobalY Field is Imported: No Format: Coordinates (Structure Dimensions section of form) Units: Length Global Y coordinate of the specified joint element. Field: GlobalZ Field is Imported: No Format: Coordinates (Structure Dimensions section of form) Units: Length Global Z coordinate of the specified joint element. Table: Objects And Elements - Links Field: LinkElem Field is Imported: No Format: Controlled by program Units: Text The name of a link element. Field: LinkObject Field is Imported: No Format: Controlled by program Units: Text The name of the link object from which the specified link element was created. Table: Objects And Elements - Links Field: JointObject Page 1427 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ElemJtI Field is Imported: No Format: Controlled by program Units: Text The name of a joint element at the I-end of the link element. Field: ElemJtJ Field is Imported: No Format: Controlled by program Units: Text The name of a joint element at the J-end of the link element. Table: Objects And Elements - Solids Field: SolidElem Field is Imported: No Format: Controlled by program Units: Text The name of a solid element. Field: SolidObject Field is Imported: No Format: Controlled by program Units: Text The name of the solid object from which the specified solid element was created. Field: ElemJt1 Field is Imported: No Format: Controlled by program Units: Text The name of a joint element that is a corner point of the solid element. Field: ElemJt2 Field is Imported: No Format: Controlled by program Units: Text The name of a joint element that is a corner point of the solid element. Table: Objects And Elements - Solids Field: ElemJtI Page 1428 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ElemJt3 Field is Imported: No Format: Controlled by program Units: Text The name of a joint element that is a corner point of the solid element. Field: ElemJt4 Field is Imported: No Format: Controlled by program Units: Text The name of a joint element that is a corner point of the solid element. Field: ElemJt5 Field is Imported: No Format: Controlled by program Units: Text The name of a joint element that is a corner point of the solid element. Field: ElemJt6 Field is Imported: No Format: Controlled by program Units: Text The name of a joint element that is a corner point of the solid element. Field: ElemJt7 Field is Imported: No Format: Controlled by program Units: Text The name of a joint element that is a corner point of the solid element. Field: ElemJt8 Field is Imported: No Format: Controlled by program Units: Text The name of a joint element that is a corner point of the solid element. Table: Objects And Elements - Solids Field: ElemJt3 Page 1429 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Plot Function Traces Field: PFNamedSet Field is Imported: No Format: Controlled by program Units: Text Name of the plot function named set associated with this output. Field: PlotFunc Field is Imported: No Format: Controlled by program Units: Text Name of the plot function associated with this output. Field: OutputCase Field is Imported: No Format: Controlled by program Units: Text The name of a load case or load combination. Field: CaseType Field is Imported: No Format: Controlled by program Units: Text The type of output case. This may be any one of the following: LinStatic, NonStatic, LinModal, LinRespSpec, LinModHist, NonModHist, LinDirHis, NonDirHist, LinMoving, LinBuckling, LinSteady, and Combination. Field: StepType Field is Imported: No Format: Controlled by program Units: Text The contents of this field vary depending on the type of output case considered. For linear static and response spectrum load cases this field is not used. For nonlinear static load cases this is either Step, Max, or Min. For modal cases this is Mode. For buckling factors this is Mode which refers to the buckling mode number. For linear modal history, nonlinear modal history, linear direct integration history, and nonlinear direct integration history cases this is either Time, Max or Min. Table: Plot Function Traces Field: PFNamedSet Page 1430 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation For steady state and power spectral density load cases this is either Real at Freq, Imag at Freq, Real Min, Real Max, Imag Min, Imag Max, Mag at Freq, Mag Min, Mag Max, or RMS. Freq is short for frequency, Imag is short for imaginary and Mag is short for magnitude. For double-valued combinations this is either Max or Min. For moving load cases this is the force correspondence if it has been requested. It may be M3 Min, M3 Max, M2 Min, M2 Max, T Min, T Max, V3 Min, V3 Max, V2 Min, V2 Max, P Min, or P Max. Field: StepNum Field is Imported: No Format: Controlled by program Units: Unitless The contents of this field vary depending on the type of output case considered. For linear static and response spectrum load cases this field is not used. For nonlinear static load cases this field reports the step number when the StepType is Step. For modal cases this field reports the mode number. For buckling factors this field reports the buckling mode number. For linear modal history, nonlinear modal history, linear direct integration history, and nonlinear direct integration history cases this field reports the time in seconds when the StepType is Time. For steady state and power spectral density load cases this field reports the frequency in Hz when the StepType is Real at Freq, Imag at Freq, or Mag at Freq. Field: TransDispl Field is Imported: No Format: Translational Displ (Displacements section of form) Units: Length The translational displacement value for the trace at the specified step. Field: RotDispl Field is Imported: No Format: Rotational Displ (Displacements section of form) Units: Radians The rotational displacement value for the trace at the specified step. Table: Plot Function Traces Field: StepNum Page 1431 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Force Field is Imported: No Format: Force (Forces section of form) Units: Force The force value for the trace at the specified step. Field: Moment Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The moment value for the trace at the specified step. Field: FOverL Field is Imported: No Format: Force/Length (Forces section of form) Units: Force/Length The force per unit length value for the trace at the specified step. Field: MOverL Field is Imported: No Format: Moment/Length (Forces section of form) Units: Force-Length/Length The moment per unit length value for the trace at the specified step. Field: Stress Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The stress value for the trace at the specified step. Field: Energy Field is Imported: No Format: Energy (Miscellaneous section of form) Units: Force-Length The energy value for the trace at the specified step. Field: TransVel Field is Imported: No Format: Velocity-Trans (Time-Related section of form) Units: Length/sec The translational velocity value for the trace at the specified step. Table: Plot Function Traces Field: Force Page 1432 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: RotVel Field is Imported: No Format: Velocity-Rot (Time-Related section of form) Units: rad/sec The rotational velocity value for the trace at the specified step. Field: TransAccel Field is Imported: No Format: Acceleration-Trans (Time-Related section of form) Units: Length/sec2 The translational acceleration value for the trace at the specified step. Field: RotAccel Field is Imported: No Format: Acceleration-Rot (Time-Related section of form) Units: rad/sec2 The rotational acceleration value for the trace at the specified step. Table: Pushover Results - Force Displacement Field: PONamedSet Field is Imported: No Format: Controlled by program Units: Text The pushover named set associated with this data. Field: OutputCase Field is Imported: No Format: Controlled by program Units: Text The name of a nonlinear static load case. Field: StepType Field is Imported: No Format: Controlled by program Units: Text The contents of this field vary depending on the type of output case considered. For linear static and response spectrum load cases this field is not used. For nonlinear static load cases this is either Step, Max, or Min. Table: Pushover Results - Force Displacement Field: RotVel Page 1433 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation For modal cases this is Mode. For buckling factors this is Mode which refers to the buckling mode number. For linear modal history, nonlinear modal history, linear direct integration history, and nonlinear direct integration history cases this is either Time, Max or Min. For steady state and power spectral density load cases this is either Real at Freq, Imag at Freq, Real Min, Real Max, Imag Min, Imag Max, Mag at Freq, Mag Min, Mag Max, or RMS. Freq is short for frequency, Imag is short for imaginary and Mag is short for magnitude. For double-valued combinations this is either Max or Min. For moving load cases this is the force correspondence if it has been requested. It may be M3 Min, M3 Max, M2 Min, M2 Max, T Min, T Max, V3 Min, V3 Max, V2 Min, V2 Max, P Min, or P Max. Field: StepNum Field is Imported: No Format: Controlled by program Units: Unitless The contents of this field vary depending on the type of output case considered. For linear static and response spectrum load cases this field is not used. For nonlinear static load cases this field reports the step number when the StepType is Step. For modal cases this field reports the mode number. For buckling factors this field reports the buckling mode number. For linear modal history, nonlinear modal history, linear direct integration history, and nonlinear direct integration history cases this field reports the time in seconds when the StepType is Time. For steady state and power spectral density load cases this field reports the frequency in Hz when the StepType is Real at Freq, Imag at Freq, or Mag at Freq. Field: BaseForce Field is Imported: No Format: Force (Forces section of form) Units: Force The base force at the associated step in the nonlinear static load case. This force is equal to (FX^2 + FY^2 + FZ^2)^0.5. Table: Pushover Results - Force Displacement Field: StepNum Page 1434 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Displ Field is Imported: No Format: Translational Displ (Displacements section of form) Units: Length The monitored displacement at the associated step in the nonlinear static load case. Field: AtoB Field is Imported: No Format: Controlled by program Units: Unitless The number of hinges in the structure that fall between point A and point B on their hinge force-deformation curves. Field: BtoC Field is Imported: No Format: Controlled by program Units: Unitless The number of hinges in the structure that fall between point B and point C on their hinge force-deformation curves. Field: CtoD Field is Imported: No Format: Controlled by program Units: Unitless The number of hinges in the structure that fall between point C and point D on their hinge force-deformation curves. Field: DtoE Field is Imported: No Format: Controlled by program Units: Unitless The number of hinges in the structure that fall between point D and point E on their hinge force-deformation curves. Field: BeyondE Field is Imported: No Format: Controlled by program Units: Unitless The number of hinges beyond point E on their hinge force-deformation curves. Table: Pushover Results - Force Displacement Field: Displ Page 1435 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: AtoIO Field is Imported: No Format: Controlled by program Units: Unitless The number of hinges in the structure that fall between point A and point IO on their hinge force-deformation curves. Field: IOtoLS Field is Imported: No Format: Controlled by program Units: Unitless The number of hinges in the structure that fall between point IO and point LS on their hinge force-deformation curves. Field: LStoCP Field is Imported: No Format: Controlled by program Units: Unitless The number of hinges in the structure that fall between point LS and point CP on their hinge force-deformation curves. Field: BeyondCP Field is Imported: No Format: Controlled by program Units: Unitless The number of hinges beyond point CP on their hinge force-deformation curves. Field: TotalHinges Field is Imported: No Format: Controlled by program Units: Unitless The total number of hinges in the structure. Table: Pushover Results - ATC40 Field: PONamedSet Field is Imported: No Format: Controlled by program Units: Text The pushover named set associated with this data. Table: Pushover Results - ATC40 Field: AtoIO Page 1436 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: OutputCase Field is Imported: No Format: Controlled by program Units: Text The name of a nonlinear static load case. Field: StepType Field is Imported: No Format: Controlled by program Units: Text The contents of this field vary depending on the type of output case considered. For linear static and response spectrum load cases this field is not used. For nonlinear static load cases this is either Step, Max, or Min. For modal cases this is Mode. For buckling factors this is Mode which refers to the buckling mode number. For linear modal history, nonlinear modal history, linear direct integration history, and nonlinear direct integration history cases this is either Time, Max or Min. For steady state and power spectral density load cases this is either Real at Freq, Imag at Freq, Real Min, Real Max, Imag Min, Imag Max, Mag at Freq, Mag Min, Mag Max, or RMS. Freq is short for frequency, Imag is short for imaginary and Mag is short for magnitude. For double-valued combinations this is either Max or Min. For moving load cases this is the force correspondence if it has been requested. It may be M3 Min, M3 Max, M2 Min, M2 Max, T Min, T Max, V3 Min, V3 Max, V2 Min, V2 Max, P Min, or P Max. Field: StepNum Field is Imported: No Format: Controlled by program Units: Unitless The contents of this field vary depending on the type of output case considered. For linear static and response spectrum load cases this field is not used. For nonlinear static load cases this field reports the step number when the StepType is Step. For modal cases this field reports the mode number. Table: Pushover Results - ATC40 Field: OutputCase Page 1437 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation For buckling factors this field reports the buckling mode number. For linear modal history, nonlinear modal history, linear direct integration history, and nonlinear direct integration history cases this field reports the time in seconds when the StepType is Time. For steady state and power spectral density load cases this field reports the frequency in Hz when the StepType is Real at Freq, Imag at Freq, or Mag at Freq. Field: SdCapacity Field is Imported: No Format: Translational Displ (Displacements section of form) Units: Length The spectral displacement on the structure capacity curve at the associated step in the nonlinear static load case. Field: SaCapacity Field is Imported: No Format: Controlled by program Units: Unitless The spectral acceleration on the structure capacity curve at the associated step in the nonlinear static load case expressed as a fraction of the gravitational constant, g. Field: SdDemand Field is Imported: No Format: Translational Displ (Displacements section of form) Units: Length The spectral displacement for the locus of performance points (earthquake demand curve) at the associated step in the nonlinear static load case. Field: SaDemand Field is Imported: No Format: Controlled by program Units: Unitless The spectral acceleration for the locus of performance points (earthquake demand curve) at the associated step in the nonlinear static load case expressed as a fraction of the gravitational constant, g. Field: Teff Field is Imported: No Format: Period (Time-Related section of form) Units: Sec The effective period at the associated step in the nonlinear static load case. Table: Pushover Results - ATC40 Field: SdCapacity Page 1438 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Beff Field is Imported: No Format: Damping Ratios (Damping Items section of form) Units: Unitless The effective damping ratio at the associated step in the nonlinear static load case. Field: Alpha Field is Imported: No Format: Controlled by program Units: Unitless The modal mass coefficient at the associated step in the nonlinear static load case. This item is used to convert the base shear to a spectral acceleration. Field: PFPhi Field is Imported: No Format: Controlled by program Units: Unitless The modal participation factor times the modal amplitude at the associated step in the nonlinear static load case. This item is used to convert the displacement to a spectral displacement. Field: PPtFound Field is Imported: No Format: Controlled by program Units: Yes/No This item is Yes if a performance point was found. Otherwise it is No. Field: PPtDispl Field is Imported: No Format: Translational Displ (Displacements section of form) Units: Length The displacement at the performance point. Field: PPtShear Field is Imported: No Format: Force (Forces section of form) Units: Force The base shear at the performance point. Table: Pushover Results - ATC40 Field: Beff Page 1439 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: PPtSD Field is Imported: No Format: Translational Displ (Displacements section of form) Units: Length The spectral displacement at the performance point. Field: PPtSA Field is Imported: No Format: Controlled by program Units: Unitless The spectral acceleration at the performance point expressed as a fraction of the gravitational constant, g. Field: PPtTeff Field is Imported: No Format: Period (Time-Related section of form) Units: Sec The effective period at the performance point. Field: PPtBeff Field is Imported: No Format: Damping Ratios (Damping Items section of form) Units: Unitless The effective damping at the performance point. Table: Pushover Results - FEMA356 Field: PONamedSet Field is Imported: No Format: Controlled by program Units: Text The pushover named set associated with this data. Field: OutputCase Field is Imported: No Format: Controlled by program Units: Text The name of a nonlinear static load case. Table: Pushover Results - FEMA356 Field: PPtSD Page 1440 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: StepType Field is Imported: No Format: Controlled by program Units: Text The contents of this field vary depending on the type of output case considered. For linear static and response spectrum load cases this field is not used. For nonlinear static load cases this is either Step, Max, or Min. For modal cases this is Mode. For buckling factors this is Mode which refers to the buckling mode number. For linear modal history, nonlinear modal history, linear direct integration history, and nonlinear direct integration history cases this is either Time, Max or Min. For steady state and power spectral density load cases this is either Real at Freq, Imag at Freq, Real Min, Real Max, Imag Min, Imag Max, Mag at Freq, Mag Min, Mag Max, or RMS. Freq is short for frequency, Imag is short for imaginary and Mag is short for magnitude. For double-valued combinations this is either Max or Min. For moving load cases this is the force correspondence if it has been requested. It may be M3 Min, M3 Max, M2 Min, M2 Max, T Min, T Max, V3 Min, V3 Max, V2 Min, V2 Max, P Min, or P Max. Field: StepNum Field is Imported: No Format: Controlled by program Units: Unitless The contents of this field vary depending on the type of output case considered. For linear static and response spectrum load cases this field is not used. For nonlinear static load cases this field reports the step number when the StepType is Step. For modal cases this field reports the mode number. For buckling factors this field reports the buckling mode number. For linear modal history, nonlinear modal history, linear direct integration history, and nonlinear direct integration history cases this field reports the time in seconds when the StepType is Time. Table: Pushover Results - FEMA356 Field: StepType Page 1441 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation For steady state and power spectral density load cases this field reports the frequency in Hz when the StepType is Real at Freq, Imag at Freq, or Mag at Freq. Field: BaseForce Field is Imported: No Format: Force (Forces section of form) Units: Force The base force at the associated step in the nonlinear static load case. This force is equal to (FX^2 + FY^2 + FZ^2)^0.5. Field: Displ Field is Imported: No Format: Translational Displ (Displacements section of form) Units: Length The monitored displacement at the associated step in the nonlinear static load case. Field: C0 Field is Imported: No Format: Controlled by program Units: Unitless Coefficient C0, see FEMA 356 Equation 3-15. Field: C1 Field is Imported: No Format: Controlled by program Units: Unitless Coefficient C1, see FEMA 356 Equation 3-15. Field: C2 Field is Imported: No Format: Controlled by program Units: Unitless Coefficient C2, see FEMA 356 Equation 3-15. Field: C3 Field is Imported: No Format: Controlled by program Units: Unitless Coefficient C3, see FEMA 356 Equation 3-15. Table: Pushover Results - FEMA356 Field: BaseForce Page 1442 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Sa Field is Imported: No Format: Controlled by program Units: Unitless Spectral acceleration expressed as a fraction of the gravitational constant, g, see FEMA 356 Equation 3-15. Field: Te Field is Imported: No Format: Period (Time-Related section of form) Units: Sec Effective fundamental period of the structure in the direction considered, see FEMA 356 Equations 3-14 and 3-15. Field: Ti Field is Imported: No Format: Period (Time-Related section of form) Units: Sec Elastic fundamental period of the structure in the direction considered, see FEMA 356 Equation 3-14. Field: Vy Field is Imported: No Format: Force (Forces section of form) Units: Force The yield force, see FEMA 356 Figure 3-1. Field: Ki Field is Imported: No Format: Translational Stiffness (Stiffness section of form) Units: Force/Length The elsatic lateral stiffness of the structure in the direction considered, see FEMA 356 Figure 3-1 and Equation 3-14. Field: Ke Field is Imported: No Format: Translational Stiffness (Stiffness section of form) Units: Force/Length The effective lateral stiffness of the structure in the direction considered, see FEMA 356 Figure 3-1 and Equation 3-14. Table: Pushover Results - FEMA356 Field: Sa Page 1443 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Alpha Field is Imported: No Format: Controlled by program Units: Unitless The ratio of post-yield stiffness divided by effective lateral stiffness of the structure in the direction considered, see FEMA 356 Figure 3-1. Field: R Field is Imported: No Format: Controlled by program Units: Unitless Ratio of elastic strength demand to calculated yield strength coefficient, see FEMA 356 Equation 3-16. Field: Weight Field is Imported: No Format: Force (Forces section of form) Units: Force The effective seismic weight, see FEMA 356 Equation 3-16. Field: Cm Field is Imported: No Format: Controlled by program Units: Unitless The effective mass factor, see FEMA 356 Equation 3-16. Field: TDFound Field is Imported: No Format: Controlled by program Units: Yes/No This item is Yes if a target displacement was found. Otherwise it is No. Field: TDDispl Field is Imported: No Format: Translational Displ (Displacements section of form) Units: Length The target displacement. Table: Pushover Results - FEMA356 Field: Alpha Page 1444 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: TDShear Field is Imported: No Format: Force (Forces section of form) Units: Force The base shear at the target displacement. Table: Pushover Results - FEMA440 Displacement Modification Field: PONamedSet Field is Imported: No Format: Controlled by program Units: Text The pushover named set associated with this data. Field: OutputCase Field is Imported: No Format: Controlled by program Units: Text The name of a nonlinear static load case. Field: StepType Field is Imported: No Format: Controlled by program Units: Text The contents of this field vary depending on the type of output case considered. For linear static and response spectrum load cases this field is not used. For nonlinear static load cases this is either Step, Max, or Min. For modal cases this is Mode. For buckling factors this is Mode which refers to the buckling mode number. For linear modal history, nonlinear modal history, linear direct integration history, and nonlinear direct integration history cases this is either Time, Max or Min. For steady state and power spectral density load cases this is either Real at Freq, Imag at Freq, Real Min, Real Max, Imag Min, Imag Max, Mag at Freq, Mag Min, Mag Max, or RMS. Freq is short for frequency, Imag is short for imaginary and Mag is short for magnitude. For double-valued combinations this is either Max or Min. Table: Pushover Results - FEMA440 Displacement Modification Field: TDShear Page 1445 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation For moving load cases this is the force correspondence if it has been requested. It may be M3 Min, M3 Max, M2 Min, M2 Max, T Min, T Max, V3 Min, V3 Max, V2 Min, V2 Max, P Min, or P Max. Field: StepNum Field is Imported: No Format: Controlled by program Units: Unitless The contents of this field vary depending on the type of output case considered. For linear static and response spectrum load cases this field is not used. For nonlinear static load cases this field reports the step number when the StepType is Step. For modal cases this field reports the mode number. For buckling factors this field reports the buckling mode number. For linear modal history, nonlinear modal history, linear direct integration history, and nonlinear direct integration history cases this field reports the time in seconds when the StepType is Time. For steady state and power spectral density load cases this field reports the frequency in Hz when the StepType is Real at Freq, Imag at Freq, or Mag at Freq. Field: BaseForce Field is Imported: No Format: Force (Forces section of form) Units: Force The base force at the associated step in the nonlinear static load case. This force is equal to (FX^2 + FY^2 + FZ^2)^0.5. Field: Displ Field is Imported: No Format: Translational Displ (Displacements section of form) Units: Length The monitored displacement at the associated step in the nonlinear static load case. Field: C0 Field is Imported: No Format: Controlled by program Units: Unitless Coefficient C0, see FEMA 356 Equation 3-15. Table: Pushover Results - FEMA440 Displacement Modification Field: StepNum Page 1446 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: C1 Field is Imported: No Format: Controlled by program Units: Unitless Coefficient C1, see FEMA 440 Equation 5-1. Field: C2 Field is Imported: No Format: Controlled by program Units: Unitless Coefficient C2, see FEMA 440 Equation 5-2. Field: Sa Field is Imported: No Format: Controlled by program Units: Unitless Spectral acceleration expressed as a fraction of the gravitational constant, g, see FEMA 356 Equation 3-15. Field: Te Field is Imported: No Format: Period (Time-Related section of form) Units: Sec Effective fundamental period of the structure in the direction considered, see FEMA 356 Equations 3-14 and 3-15. Field: Ti Field is Imported: No Format: Period (Time-Related section of form) Units: Sec Elastic fundamental period of the structure in the direction considered, see FEMA 356 Equation 3-14. Field: Vy Field is Imported: No Format: Force (Forces section of form) Units: Force The yield force, see FEMA 356 Figure 3-1. Table: Pushover Results - FEMA440 Displacement Modification Field: C1 Page 1447 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Dy Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The yield displacement, see FEMA 356 Figure 3-1. Field: Ki Field is Imported: No Format: Translational Stiffness (Stiffness section of form) Units: Force/Length The elsatic lateral stiffness of the structure in the direction considered, see FEMA 356 Figure 3-1 and Equation 3-14. Field: Ke Field is Imported: No Format: Translational Stiffness (Stiffness section of form) Units: Force/Length The effective lateral stiffness of the structure in the direction considered, see FEMA 356 Figure 3-1 and Equation 3-14. Field: Alpha Field is Imported: No Format: Controlled by program Units: Unitless The ratio of post-yield stiffness divided by effective lateral stiffness of the structure in the direction considered, see FEMA 356 Figure 3-1. Field: R Field is Imported: No Format: Controlled by program Units: Unitless Ratio of elastic strength demand to calculated yield strength coefficient, see FEMA 356 Equation 3-16. Field: Weight Field is Imported: No Format: Force (Forces section of form) Units: Force The effective seismic weight, see FEMA 356 Equation 3-16. Table: Pushover Results - FEMA440 Displacement Modification Field: Dy Page 1448 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Cm Field is Imported: No Format: Controlled by program Units: Unitless The effective mass factor, see FEMA 356 Equation 3-16. Field: TDFound Field is Imported: No Format: Controlled by program Units: Yes/No This item is Yes if a target displacement was found. Otherwise it is No. Field: TDDispl Field is Imported: No Format: Translational Displ (Displacements section of form) Units: Length The target displacement. Field: TDShear Field is Imported: No Format: Force (Forces section of form) Units: Force The base shear at the target displacement. Table: Pushover Results - FEMA440 Equivalent Linearization Field: PONamedSet Field is Imported: No Format: Controlled by program Units: Text The pushover named set associated with this data. Field: OutputCase Field is Imported: No Format: Controlled by program Units: Text The name of a nonlinear static load case. Table: Pushover Results - FEMA440 Equivalent Linearization Field: Cm Page 1449 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: StepType Field is Imported: No Format: Controlled by program Units: Text The contents of this field vary depending on the type of output case considered. For linear static and response spectrum load cases this field is not used. For nonlinear static load cases this is either Step, Max, or Min. For modal cases this is Mode. For buckling factors this is Mode which refers to the buckling mode number. For linear modal history, nonlinear modal history, linear direct integration history, and nonlinear direct integration history cases this is either Time, Max or Min. For steady state and power spectral density load cases this is either Real at Freq, Imag at Freq, Real Min, Real Max, Imag Min, Imag Max, Mag at Freq, Mag Min, Mag Max, or RMS. Freq is short for frequency, Imag is short for imaginary and Mag is short for magnitude. For double-valued combinations this is either Max or Min. For moving load cases this is the force correspondence if it has been requested. It may be M3 Min, M3 Max, M2 Min, M2 Max, T Min, T Max, V3 Min, V3 Max, V2 Min, V2 Max, P Min, or P Max. Field: StepNum Field is Imported: No Format: Controlled by program Units: Unitless The contents of this field vary depending on the type of output case considered. For linear static and response spectrum load cases this field is not used. For nonlinear static load cases this field reports the step number when the StepType is Step. For modal cases this field reports the mode number. For buckling factors this field reports the buckling mode number. For linear modal history, nonlinear modal history, linear direct integration history, and nonlinear direct integration history cases this field reports the time in seconds when the StepType is Time. Table: Pushover Results - FEMA440 Equivalent Linearization Field: StepType Page 1450 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation For steady state and power spectral density load cases this field reports the frequency in Hz when the StepType is Real at Freq, Imag at Freq, or Mag at Freq. Field: SdCapacity Field is Imported: No Format: Translational Displ (Displacements section of form) Units: Length The spectral displacement on the structure capacity curve at the associated step in the nonlinear static load case. Field: SaCapacity Field is Imported: No Format: Controlled by program Units: Unitless The spectral acceleration on the structure capacity curve at the associated step in the nonlinear static load case expressed as a fraction of the gravitational constant, g. Field: SdDemand Field is Imported: No Format: Translational Displ (Displacements section of form) Units: Length The spectral displacement for the locus of performance points (MADRS earthquake demand curve) at the associated step in the nonlinear static load case. Field: SaDemand Field is Imported: No Format: Controlled by program Units: Unitless The spectral acceleration for the locus of performance points (MADRS earthquake demand curve) at the associated step in the nonlinear static load case expressed as a fraction of the gravitational constant, g. Field: Teff Field is Imported: No Format: Period (Time-Related section of form) Units: Sec The effective period, see FEMA 400 Section 6.2.2. Field: Tsecant Field is Imported: No Format: Period (Time-Related section of form) Units: Sec The secant period, see FEMA 440 Equation 6-15. Table: Pushover Results - FEMA440 Equivalent Linearization Field: SdCapacity Page 1451 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Beff Field is Imported: No Format: Damping Ratios (Damping Items section of form) Units: Unitless The effective equivalent viscous damping ratio, see FEMA 400 Section 6.2.1. Field: Ductility Field is Imported: No Format: Controlled by program Units: Unitless Ductility, see FEMA 440 Equation 6-19. Field: Alpha Field is Imported: No Format: Controlled by program Units: Unitless Post-Elastic stiffness, see FEMA 440 Equation 6-18. Field: ModFactor Field is Imported: No Format: Controlled by program Units: Unitless The ADRS modification factor, see FEMA 440 Equation 6-14. Field: PPtFound Field is Imported: No Format: Controlled by program Units: Yes/No This item is Yes if a performance point was found. Otherwise it is No. Field: PPtDispl Field is Imported: No Format: Translational Displ (Displacements section of form) Units: Length The displacement at the performance point. Field: PPtShear Field is Imported: No Format: Force (Forces section of form) Units: Force The base shear at the performance point. Table: Pushover Results - FEMA440 Equivalent Linearization Field: Beff Page 1452 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: PPtSD Field is Imported: No Format: Translational Displ (Displacements section of form) Units: Length The spectral displacement at the performance point. Field: PPtSA Field is Imported: No Format: Controlled by program Units: Unitless The spectral acceleration at the performance point expressed as a fraction of the gravitational constant, g. Field: PPtTSecant Field is Imported: No Format: Period (Time-Related section of form) Units: Sec The secant period at the performance point. Field: PPtDuctility Field is Imported: No Format: Controlled by program Units: Unitless The ductility ratio at the performance point. Field: PPtBeff Field is Imported: No Format: Damping Ratios (Damping Items section of form) Units: Unitless The effective damping at the performance point. Field: PPtModFact Field is Imported: No Format: Controlled by program Units: Unitless The ADRS modification factor at the performance point. Table: Pushover Results - FEMA440 Equivalent Linearization Field: PPtSD Page 1453 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Response Spectrum Modal Information Field: OutputCase Field is Imported: No Format: Controlled by program Units: Text Name of a response spectrum load case. Field: ModalCase Field is Imported: No Format: Controlled by program Units: Text Name of the modal load case used for the response spectrum case. Field: StepType Field is Imported: No Format: Controlled by program Units: Text The contents of this field vary depending on the type of output case considered. For linear static and response spectrum load cases this field is not used. For nonlinear static load cases this is either Step, Max, or Min. For modal cases this is Mode. For buckling factors this is Mode which refers to the buckling mode number. For linear modal history, nonlinear modal history, linear direct integration history, and nonlinear direct integration history cases this is either Time, Max or Min. For steady state and power spectral density load cases this is either Real at Freq, Imag at Freq, Real Min, Real Max, Imag Min, Imag Max, Mag at Freq, Mag Min, Mag Max, or RMS. Freq is short for frequency, Imag is short for imaginary and Mag is short for magnitude. For double-valued combinations this is either Max or Min. For moving load cases this is the force correspondence if it has been requested. It may be M3 Min, M3 Max, M2 Min, M2 Max, T Min, T Max, V3 Min, V3 Max, V2 Min, V2 Max, P Min, or P Max. Table: Response Spectrum Modal Information Field: OutputCase Page 1454 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: StepNum Field is Imported: No Format: Controlled by program Units: Unitless The contents of this field vary depending on the type of output case considered. For linear static and response spectrum load cases this field is not used. For nonlinear static load cases this field reports the step number when the StepType is Step. For modal cases this field reports the mode number. For buckling factors this field reports the buckling mode number. For linear modal history, nonlinear modal history, linear direct integration history, and nonlinear direct integration history cases this field reports the time in seconds when the StepType is Time. For steady state and power spectral density load cases this field reports the frequency in Hz when the StepType is Real at Freq, Imag at Freq, or Mag at Freq. Field: Period Field is Imported: No Format: Period (Time-Related section of form) Units: Sec Period of the specified mode. Field: DampRatio Field is Imported: No Format: Damping Ratios (Damping Items section of form) Units: Unitless The damping ratio. Field: U1Acc Field is Imported: No Format: Acceleration-Trans (Time-Related section of form) Units: Length/sec2 The response spectrum modal ground acceleration in the local U1direction of the response spectrum local axes. Table: Response Spectrum Modal Information Field: StepNum Page 1455 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: U2Acc Field is Imported: No Format: Acceleration-Trans (Time-Related section of form) Units: Length/sec2 The response spectrum modal ground acceleration in the local U2direction of the response spectrum local axes. Field: U3Acc Field is Imported: No Format: Acceleration-Trans (Time-Related section of form) Units: Length/sec2 The response spectrum modal ground acceleration in the local U3direction of the response spectrum local axes. Field: U1Amp Field is Imported: No Format: Translational Displ (Displacements section of form) Units: Length The response spectrum modal amplitude in the local U1direction of the response spectrum local axes. Field: U2Amp Field is Imported: No Format: Translational Displ (Displacements section of form) Units: Length The response spectrum modal amplitude in the local U2direction of the response spectrum local axes. Field: U3Amp Field is Imported: No Format: Translational Displ (Displacements section of form) Units: Length The response spectrum modal amplitude in the local U3direction of the response spectrum local axes. Table: Response Spectrum Modal Information Field: U2Acc Page 1456 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Section Cut Forces - Analysis Field: SectionCut Field is Imported: No Format: Controlled by program Units: Text Name of a section cut. Field: OutputCase Field is Imported: No Format: Controlled by program Units: Text The name of a load case or load combination. Field: CaseType Field is Imported: No Format: Controlled by program Units: Text The type of output case. This may be any one of the following: LinStatic, NonStatic, LinModal, LinRespSpec, LinModHist, NonModHist, LinDirHis, NonDirHist, LinMoving, LinBuckling, LinSteady, and Combination. Field: StepType Field is Imported: No Format: Controlled by program Units: Text The contents of this field vary depending on the type of output case considered. For linear static and response spectrum load cases this field is not used. For nonlinear static load cases this is either Step, Max, or Min. For modal cases this is Mode. For buckling factors this is Mode which refers to the buckling mode number. For linear modal history, nonlinear modal history, linear direct integration history, and nonlinear direct integration history cases this is either Time, Max or Min. For steady state and power spectral density load cases this is either Real at Freq, Imag at Freq, Real Min, Real Max, Imag Min, Imag Max, Mag at Freq, Mag Min, Mag Max, or RMS. Freq is short for frequency, Imag is short for imaginary and Mag is short for magnitude. For double-valued combinations this is either Max or Min. Table: Section Cut Forces - Analysis Field: SectionCut Page 1457 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation For moving load cases this is the force correspondence if it has been requested. It may be M3 Min, M3 Max, M2 Min, M2 Max, T Min, T Max, V3 Min, V3 Max, V2 Min, V2 Max, P Min, or P Max. Field: StepNum Field is Imported: No Format: Controlled by program Units: Unitless The contents of this field vary depending on the type of output case considered. For linear static and response spectrum load cases this field is not used. For nonlinear static load cases this field reports the step number when the StepType is Step. For modal cases this field reports the mode number. For buckling factors this field reports the buckling mode number. For linear modal history, nonlinear modal history, linear direct integration history, and nonlinear direct integration history cases this field reports the time in seconds when the StepType is Time. For steady state and power spectral density load cases this field reports the frequency in Hz when the StepType is Real at Freq, Imag at Freq, or Mag at Freq. Field: F1 Field is Imported: No Format: Force (Forces section of form) Units: Force The section cut force component in the section cut local 1 direction. Field: F2 Field is Imported: No Format: Force (Forces section of form) Units: Force The section cut force component in the section cut local 2 direction. Field: F3 Field is Imported: No Format: Force (Forces section of form) Units: Force The section cut force component in the section cut local 3 direction. Table: Section Cut Forces - Analysis Field: StepNum Page 1458 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: M1 Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The section cut moment component about the section cut local 1 axis. Field: M2 Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The section cut moment component about the section cut local 2 axis. Field: M3 Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The section cut moment component about the section cut local 3 axis. Field: GlobalX Field is Imported: No Format: Coordinates (Structure Dimensions section of form) Units: Length The global X coordinate of the point where the section cut force is reported. Field: GlobalY Field is Imported: No Format: Coordinates (Structure Dimensions section of form) Units: Length The global Y coordinate of the point where the section cut force is reported. Field: GlobalZ Field is Imported: No Format: Coordinates (Structure Dimensions section of form) Units: Length The global Z coordinate of the point where the section cut force is reported. Field: DirCos1X Field is Imported: No Format: Controlled by program Units: Unitless The direction cosine of the section cut positive local 1 axis relative to the positive global X axis. Table: Section Cut Forces - Analysis Field: M1 Page 1459 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: DirCos1Y Field is Imported: No Format: Controlled by program Units: Unitless The direction cosine of the section cut positive local 1 axis relative to the positive global Y axis. Field: DirCos1Z Field is Imported: No Format: Controlled by program Units: Unitless The direction cosine of the section cut positive local 1 axis relative to the positive global Z axis. Field: DirCos2X Field is Imported: No Format: Controlled by program Units: Unitless The direction cosine of the section cut positive local 2 axis relative to the positive global X axis. Field: DirCos2Y Field is Imported: No Format: Controlled by program Units: Unitless The direction cosine of the section cut positive local 2 axis relative to the positive global Y axis. Field: DirCos2Z Field is Imported: No Format: Controlled by program Units: Unitless The direction cosine of the section cut positive local 2 axis relative to the positive global Z axis. Field: DirCos3X Field is Imported: No Format: Controlled by program Units: Unitless The direction cosine of the section cut positive local 3 axis relative to the positive global X axis. Table: Section Cut Forces - Analysis Field: DirCos1Y Page 1460 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: DirCos3Y Field is Imported: No Format: Controlled by program Units: Unitless The direction cosine of the section cut positive local 3 axis relative to the positive global Y axis. Field: DirCos3Z Field is Imported: No Format: Controlled by program Units: Unitless The direction cosine of the section cut positive local 3 axis relative to the positive global Z axis. Field: 1CentroidF1 Field is Imported: No Format: Coordinates (Structure Dimensions section of form) Units: Length The global 1 coordinate of the centroid of all forces (in the 1 direction) that contribute to F1. It is zero if F1 = 0. Field: 2CentroidF1 Field is Imported: No Format: Coordinates (Structure Dimensions section of form) Units: Length The global 2 coordinate of the centroid of all forces (in the 1 direction) that contribute to F1, that is, the location where the forces cause zero moment M3. It is zero if F1 = 0. Field: 3CentroidF1 Field is Imported: No Format: Coordinates (Structure Dimensions section of form) Units: Length The global 3 coordinate of the centroid of all forces (in the 1 direction) that contribute to F1, that is, the location where the forces cause zero moment M2. It is zero if F1 = 0. Field: 1CentroidF2 Field is Imported: No Format: Coordinates (Structure Dimensions section of form) Units: Length The global 1 coordinate of the centroid of all forces (in the 2 direction) that contribute to F2, that is, the location where the forces cause zero moment M3. It is zero if F2 = 0. Table: Section Cut Forces - Analysis Field: DirCos3Y Page 1461 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: 2CentroidF2 Field is Imported: No Format: Coordinates (Structure Dimensions section of form) Units: Length The global 2 coordinate of the centroid of all forces (in the 2 direction) that contribute to F2. It is zero if F2 = 0. Field: 3CentroidF2 Field is Imported: No Format: Coordinates (Structure Dimensions section of form) Units: Length The global 3 coordinate of the centroid of all forces (in the 2 direction) that contribute to F2, that is, the location where the forces cause zero moment M1. It is zero if F2 = 0. Field: 1CentroidF3 Field is Imported: No Format: Coordinates (Structure Dimensions section of form) Units: Length The global 1 coordinate of the centroid of all forces (in the 3 direction) that contribute to F3, that is, the location where the forces cause zero moment M2. It is zero if F3 = 0. Field: 2CentroidF3 Field is Imported: No Format: Coordinates (Structure Dimensions section of form) Units: Length The global 2 coordinate of the centroid of all forces (in the 3 direction) that contribute to F3, that is, the location where the forces cause zero moment M1. It is zero if F3 = 0. Field: 3CentroidF3 Field is Imported: No Format: Coordinates (Structure Dimensions section of form) Units: Length The global 3 coordinate of the centroid of all forces (in the 3 direction) that contribute to F3. It is zero if F3 = 0. Table: Section Cut Forces - Analysis Field: 2CentroidF2 Page 1462 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Section Cut Forces - Design Field: SectionCut Field is Imported: No Format: Controlled by program Units: Text Name of a section cut. Field: OutputCase Field is Imported: No Format: Controlled by program Units: Text The name of a load case or load combination. Field: CaseType Field is Imported: No Format: Controlled by program Units: Text The type of output case. This may be any one of the following: LinStatic, NonStatic, LinModal, LinRespSpec, LinModHist, NonModHist, LinDirHis, NonDirHist, LinMoving, LinBuckling, LinSteady, and Combination. Field: StepType Field is Imported: No Format: Controlled by program Units: Text The contents of this field vary depending on the type of output case considered. For linear static and response spectrum load cases this field is not used. For nonlinear static load cases this is either Step, Max, or Min. For modal cases this is Mode. For buckling factors this is Mode which refers to the buckling mode number. For linear modal history, nonlinear modal history, linear direct integration history, and nonlinear direct integration history cases this is either Time, Max or Min. For steady state and power spectral density load cases this is either Real at Freq, Imag at Freq, Real Min, Real Max, Imag Min, Imag Max, Mag at Freq, Mag Min, Mag Max, or RMS. Freq is short for frequency, Imag is short for imaginary and Mag is short for magnitude. For double-valued combinations this is either Max or Min. Table: Section Cut Forces - Design Field: SectionCut Page 1463 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation For moving load cases this is the force correspondence if it has been requested. It may be M3 Min, M3 Max, M2 Min, M2 Max, T Min, T Max, V3 Min, V3 Max, V2 Min, V2 Max, P Min, or P Max. Field: StepNum Field is Imported: No Format: Controlled by program Units: Unitless The contents of this field vary depending on the type of output case considered. For linear static and response spectrum load cases this field is not used. For nonlinear static load cases this field reports the step number when the StepType is Step. For modal cases this field reports the mode number. For buckling factors this field reports the buckling mode number. For linear modal history, nonlinear modal history, linear direct integration history, and nonlinear direct integration history cases this field reports the time in seconds when the StepType is Time. For steady state and power spectral density load cases this field reports the frequency in Hz when the StepType is Real at Freq, Imag at Freq, or Mag at Freq. Field: P Field is Imported: No Format: Force (Forces section of form) Units: Force The section cut force component in the section cut local 1 direction. Field: V2 Field is Imported: No Format: Force (Forces section of form) Units: Force The section cut force component in the section cut local 2 direction. Field: V3 Field is Imported: No Format: Force (Forces section of form) Units: Force The section cut force component in the section cut local 3 direction. Table: Section Cut Forces - Design Field: StepNum Page 1464 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: T Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The section cut moment component about the section cut local 1 axis. Field: M2 Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The section cut moment component about the section cut local 2 axis. Field: M3 Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The section cut moment component about the section cut local 3 axis. Field: GlobalX Field is Imported: No Format: Coordinates (Structure Dimensions section of form) Units: Length The global X coordinate of the point where the section cut force is reported. Field: GlobalY Field is Imported: No Format: Coordinates (Structure Dimensions section of form) Units: Length The global Y coordinate of the point where the section cut force is reported. Field: GlobalZ Field is Imported: No Format: Coordinates (Structure Dimensions section of form) Units: Length The global Z coordinate of the point where the section cut force is reported. Field: DirCos1X Field is Imported: No Format: Controlled by program Units: Unitless The direction cosine of the section cut positive local 1 axis relative to the positive global X axis. Table: Section Cut Forces - Design Field: T Page 1465 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: DirCos1Y Field is Imported: No Format: Controlled by program Units: Unitless The direction cosine of the section cut positive local 1 axis relative to the positive global Y axis. Field: DirCos1Z Field is Imported: No Format: Controlled by program Units: Unitless The direction cosine of the section cut positive local 1 axis relative to the positive global Z axis. Field: DirCos2X Field is Imported: No Format: Controlled by program Units: Unitless The direction cosine of the section cut positive local 2 axis relative to the positive global X axis. Field: DirCos2Y Field is Imported: No Format: Controlled by program Units: Unitless The direction cosine of the section cut positive local 2 axis relative to the positive global Y axis. Field: DirCos2Z Field is Imported: No Format: Controlled by program Units: Unitless The direction cosine of the section cut positive local 2 axis relative to the positive global Z axis. Field: DirCos3X Field is Imported: No Format: Controlled by program Units: Unitless The direction cosine of the section cut positive local 3 axis relative to the positive global X axis. Table: Section Cut Forces - Design Field: DirCos1Y Page 1466 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: DirCos3Y Field is Imported: No Format: Controlled by program Units: Unitless The direction cosine of the section cut positive local 3 axis relative to the positive global Y axis. Field: DirCos3Z Field is Imported: No Format: Controlled by program Units: Unitless The direction cosine of the section cut positive local 3 axis relative to the positive global Z axis. Field: 1CentroidF1 Field is Imported: No Format: Coordinates (Structure Dimensions section of form) Units: Length The global 1 coordinate of the centroid of all forces (in the 1 direction) that contribute to F1. It is zero if F1 = 0. Field: 2CentroidF1 Field is Imported: No Format: Coordinates (Structure Dimensions section of form) Units: Length The global 2 coordinate of the centroid of all forces (in the 1 direction) that contribute to F1, that is, the location where the forces cause zero moment M3. It is zero if F1 = 0. Field: 3CentroidF1 Field is Imported: No Format: Coordinates (Structure Dimensions section of form) Units: Length The global 3 coordinate of the centroid of all forces (in the 1 direction) that contribute to F1, that is, the location where the forces cause zero moment M2. It is zero if F1 = 0. Field: 1CentroidF2 Field is Imported: No Format: Coordinates (Structure Dimensions section of form) Units: Length The global 1 coordinate of the centroid of all forces (in the 2 direction) that contribute to F2, that is, the location where the forces cause zero moment M3. It is zero if F2 = 0. Table: Section Cut Forces - Design Field: DirCos3Y Page 1467 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: 2CentroidF2 Field is Imported: No Format: Coordinates (Structure Dimensions section of form) Units: Length The global 2 coordinate of the centroid of all forces (in the 2 direction) that contribute to F2. It is zero if F2 = 0. Field: 3CentroidF2 Field is Imported: No Format: Coordinates (Structure Dimensions section of form) Units: Length The global 3 coordinate of the centroid of all forces (in the 2 direction) that contribute to F2, that is, the location where the forces cause zero moment M1. It is zero if F2 = 0. Field: 1CentroidF3 Field is Imported: No Format: Coordinates (Structure Dimensions section of form) Units: Length The global 1 coordinate of the centroid of all forces (in the 3 direction) that contribute to F3, that is, the location where the forces cause zero moment M2. It is zero if F3 = 0. Field: 2CentroidF3 Field is Imported: No Format: Coordinates (Structure Dimensions section of form) Units: Length The global 2 coordinate of the centroid of all forces (in the 3 direction) that contribute to F3, that is, the location where the forces cause zero moment M1. It is zero if F3 = 0. Field: 3CentroidF3 Field is Imported: No Format: Coordinates (Structure Dimensions section of form) Units: Length The global 3 coordinate of the centroid of all forces (in the 3 direction) that contribute to F3. It is zero if F3 = 0. Table: Section Cut Forces - Design Field: 2CentroidF2 Page 1468 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Total Energy Components Field: OutputCase Field is Imported: No Format: Controlled by program Units: Text The name of a load case or load combination. Field: CaseType Field is Imported: No Format: Controlled by program Units: Text The type of output case. This may be any one of the following: LinStatic, NonStatic, LinModal, LinRespSpec, LinModHist, NonModHist, LinDirHis, NonDirHist, LinMoving, LinBuckling, LinSteady, and Combination. Field: Input Field is Imported: No Format: Energy (Miscellaneous section of form) Units: Force-Length The total input energy. Field: Kinetic Field is Imported: No Format: Energy (Miscellaneous section of form) Units: Force-Length The total stored kinetic energy. Field: Potential Field is Imported: No Format: Energy (Miscellaneous section of form) Units: Force-Length The total stored potential energy. Field: ModalDamp Field is Imported: No Format: Energy (Miscellaneous section of form) Units: Force-Length The total dissipated modal damping energy. Table: Total Energy Components Field: OutputCase Page 1469 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: LinkDampers Field is Imported: No Format: Energy (Miscellaneous section of form) Units: Force-Length The total energy dissipated in the damper-type link elements. Field: LinkHystrtc Field is Imported: No Format: Energy (Miscellaneous section of form) Units: Force-Length The total energy dissipated through hysteresis of link elements. Field: Error Field is Imported: No Format: Energy (Miscellaneous section of form) Units: Force-Length The total energy error. This is equal to the total input energy minus all other energies. Table: Aluminum Design 1 - Summary Data - AA-ASD 2000 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Table: Aluminum Design 1 - Summary Data - AA-ASD 2000 Field: LinkDampers Page 1470 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'Overstressed', 'See ErrMsg', 'See WarnMsg', 'See ErrMsg and WarnMsg', or 'Overstressed and See WarnMsg' indicating the design status. Field: Ratio Field is Imported: No Format: Controlled by program Units: Unitless The controlling stress ratio at the specified location. Field: RatioType Field is Imported: No Format: Controlled by program Units: Text This is either PMM, Major Shear, Minor Shear, or Other indicating the origin of the reported stress ratio. Field: Combo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the stress ratio is reported. Field: Location Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Table: Aluminum Design 1 - Summary Data - AA-ASD 2000 Field: Status Page 1471 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Aluminum Design 1 - Summary Data - AA-LRFD 2000 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'Overstressed', 'See ErrMsg', 'See WarnMsg', 'See ErrMsg and WarnMsg', or 'Overstressed and See WarnMsg' indicating the design status. Field: Ratio Field is Imported: No Format: Controlled by program Units: Unitless The controlling stress ratio at the specified location. Table: Aluminum Design 1 - Summary Data - AA-LRFD 2000 Field: WarnMsg Page 1472 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: RatioType Field is Imported: No Format: Controlled by program Units: Text This is either PMM, Major Shear, Minor Shear, or Other indicating the origin of the reported stress ratio. Field: Combo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the stress ratio is reported. Field: Location Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Aluminum Design 2 - PMM Details - AA-ASD 2000 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Table: Aluminum Design 2 - PMM Details - AA-ASD 2000 Field: RatioType Page 1473 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'Overstressed', 'See ErrMsg', 'See WarnMsg', 'See ErrMsg and WarnMsg', or 'Overstressed and See WarnMsg' indicating the design status. Field: Combo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the stress ratio is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: Location Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: P Field is Imported: No Format: Force (Forces section of form) Units: Force The axial load for the specified combo. Table: Aluminum Design 2 - PMM Details - AA-ASD 2000 Field: DesignSect Page 1474 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: MMajor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The major bending moment for the specified combo. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: MMinor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The minor bending moment for the specified combo. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: VMajor Field is Imported: No Format: Force (Forces section of form) Units: Force The major shear for the specified combo. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: VMinor Field is Imported: No Format: Force (Forces section of form) Units: Force The minor shear for the specified combo. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Aluminum Design 2 - PMM Details - AA-ASD 2000 Field: MMajor Page 1475 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: T Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The torsion (about the local 1-axis) for the specified combo. This item is reported for information only. It is not used in the design. Field: Equation Field is Imported: No Format: Controlled by program Units: Text The equation used to obtain the reported ratios. Field: TotalRatio Field is Imported: No Format: Controlled by program Units: Unitless The total PMM stress ratio. This ratio is the sum of the axial, major moment and minor moment stress ratio components. Field: PRatio Field is Imported: No Format: Controlled by program Units: Unitless The axial component of the total PMM stress ratio. The total PMM stress ratio consists of the sum of the axial, major moment and minor moment components. Field: MMajRatio Field is Imported: No Format: Controlled by program Units: Unitless The major moment component of the total PMM stress ratio. The total PMM stress ratio consists of the sum of the axial, major moment and minor moment components. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Table: Aluminum Design 2 - PMM Details - AA-ASD 2000 Field: T Page 1476 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: MMinRatio Field is Imported: No Format: Controlled by program Units: Unitless The minor moment component of the total PMM stress ratio. The total PMM stress ratio consists of the sum of the axial, major moment and minor moment components. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: SRLimit Field is Imported: No Format: Controlled by program Units: Unitless The stress ratio limit as specified in the preferences. Stress ratios that are less than or equal to this value are considered acceptable. Field: PDsgn Field is Imported: No Format: Force (Forces section of form) Units: Force The design axial force. Field: ffa Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The design axial stress. Field: Fa Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The allowable axial compressive stress. Field: Ft Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The allowable axial tensile stress. Table: Aluminum Design 2 - PMM Details - AA-ASD 2000 Field: MMinRatio Page 1477 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: FcFlange Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The allowable axial compressive stress considering uniform compression in flange. Field: FcWeb Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The allowable axial compressive stress considering uniform compression in web. Field: Fac0 Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The weighted average allowable axial compressive stress considering uniform compression in flange and web and considering short column. Field: Fec Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The elastic critical stress considering Euler buckling. Field: Fcr Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The element local buckling stress for axial compression. For sections with web and flange, the minimum local buckling stress based on individual buckling of flange or web is taken as Fcr. Field: Frc Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The allowable axial compressive stress for members with buckled elements. Table: Aluminum Design 2 - PMM Details - AA-ASD 2000 Field: FcFlange Page 1478 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: MMajDsgn Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The design major moment. This moment includes applicable amplification factors, if any. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: ffbMajor Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The design major moment bending stress. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: FbMajor Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The allowable major axis bending stress. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: FeMajor Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 Euler stress for major axis bending stress divided by a factor of safety. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Table: Aluminum Design 2 - PMM Details - AA-ASD 2000 Field: MMajDsgn Page 1479 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: FbMajorT Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The allowable tensile stress for major axis bending. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: FbMajFlange Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The allowable major axis bending compressive stress considering individual element (flange) buckling. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: FbMajWeb Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The allowable major axis bending compressive stress considering individual element (web) buckling. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: FebMajor Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The elastic lateral buckling stress of beam bent about major axis For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Table: Aluminum Design 2 - PMM Details - AA-ASD 2000 Field: FbMajorT Page 1480 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: FcrMajor Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The element local buckling stress for major axis bending. For sections with web and flange, the minimum local buckling stress based on individual buckling of flange or web is taken as FcrMajor. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: FrbMajor Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The allowable compressive stress for for major axis bending of section with buckled elements For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: CmMajor Field is Imported: No Format: Controlled by program Units: Unitless Unitless factor, Cm, for major axis bending used in determining the stress ratio. It captures the effect of non-uniform moment distribution along the length. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: KMajor Field is Imported: No Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object local major axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the effective length for the object. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Table: Aluminum Design 2 - PMM Details - AA-ASD 2000 Field: FcrMajor Page 1481 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: LRatioMajor Field is Imported: No Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object major axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the unbraced length for the object. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: Cb Field is Imported: No Format: Controlled by program Units: Unitless Unitless factor, Cb, used in determining the allowable bending stress. Field: C1 Field is Imported: No Format: Controlled by program Units: Unitless Coefficient defined in section 4.9.4 and used in calculating Rey. Field: C2 Field is Imported: No Format: Controlled by program Units: Unitless Coefficient defined in section 4.9.4 and used in calculating Rey. Field: MMinDsgn Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The design minor moment. This moment includes applicable amplification factors, if any. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Aluminum Design 2 - PMM Details - AA-ASD 2000 Field: LRatioMajor Page 1482 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ffbMinor Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The design minor moment bending stress. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: FbMinor Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The allowable minor axis bending stress. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: FeMinor Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 Euler stress for minor axis bending stress divided by a factor of safety. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: FbMinorT Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The allowable tensile stress for minor axis bending. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Aluminum Design 2 - PMM Details - AA-ASD 2000 Field: ffbMinor Page 1483 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: FbMinFlange Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The allowable minor axis bending compressive stress considering individual element (flange) buckling. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: FbMinWeb Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The allowable minor axis bending compressive stress considering individual element (web) buckling. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: FebMinor Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The elastic lateral buckling stress of beam bent about minor axis For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: FcrMinor Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The element local buckling stress for minor axis bending. For sections with web and flange, the minimum local buckling stress based on individual buckling of flange or web is taken as FcrMinor. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Aluminum Design 2 - PMM Details - AA-ASD 2000 Field: FbMinFlange Page 1484 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: FrbMinor Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The allowable compressive stress for for minor axis bending of section with buckled elements For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: CmMinor Field is Imported: No Format: Controlled by program Units: Unitless Unitless factor, Cm, for minor axis bending used in determining the stress ratio. It captures the effect of non-uniform moment distribution along the length. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: KMinor Field is Imported: No Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object minor axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the effective length for the object. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: LRatioMinor Field is Imported: No Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object minor axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the unbraced length for the object. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Aluminum Design 2 - PMM Details - AA-ASD 2000 Field: FrbMinor Page 1485 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Designation Field is Imported: No Format: Controlled by program Units: Text Material designation of aluminum indicating alloy and temper. Field: Fcy Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 Compressive yield stress. Field: Fty Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 Tensile yield stress. Field: Fsy Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 Shear yield stress. Field: Fy Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 Yield stress which is the minimum of Fcy and Fty. Field: Ftu Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 Tensile ultimate strength. Field: Fsu Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 Shear ultimate strength. Table: Aluminum Design 2 - PMM Details - AA-ASD 2000 Field: Designation Page 1486 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Length Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The total length of the frame object (not clear length). Field: SectClass Field is Imported: No Format: Controlled by program Units: Text This is either Compact, Non-Compact, Slender or Too Slender indicating the classification of the section. Field: FramingType Field is Imported: No Format: Controlled by program Units: Text The framing type. This is either Moment Frame or Braced Frame. This item is used for ductility considerations in the design. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Aluminum Design 2 - PMM Details - AA-LRFD 2000 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Table: Aluminum Design 2 - PMM Details - AA-LRFD 2000 Field: Length Page 1487 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'Overstressed', 'See ErrMsg', 'See WarnMsg', 'See ErrMsg and WarnMsg', or 'Overstressed and See WarnMsg' indicating the design status. Field: Combo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the stress ratio is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: Location Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: P Field is Imported: No Format: Force (Forces section of form) Units: Force The axial load for the specified combo. Table: Aluminum Design 2 - PMM Details - AA-LRFD 2000 Field: DesignSect Page 1488 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: MMajor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The major bending moment for the specified combo. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: MMinor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The minor bending moment for the specified combo. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: VMajor Field is Imported: No Format: Force (Forces section of form) Units: Force The major shear for the specified combo. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: VMinor Field is Imported: No Format: Force (Forces section of form) Units: Force The minor shear for the specified combo. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Aluminum Design 2 - PMM Details - AA-LRFD 2000 Field: MMajor Page 1489 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: T Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The torsion (about the local 1-axis) for the specified combo. This item is reported for information only. It is not used in the design. Field: Equation Field is Imported: No Format: Controlled by program Units: Text The equation used to obtain the reported ratios. Field: TotalRatio Field is Imported: No Format: Controlled by program Units: Unitless The total PMM stress ratio. This ratio is the sum of the axial, major moment and minor moment stress ratio components. Field: PRatio Field is Imported: No Format: Controlled by program Units: Unitless The axial component of the total PMM stress ratio. The total PMM stress ratio consists of the sum of the axial, major moment and minor moment components. Field: MMajRatio Field is Imported: No Format: Controlled by program Units: Unitless The major moment component of the total PMM stress ratio. The total PMM stress ratio consists of the sum of the axial, major moment and minor moment components. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Table: Aluminum Design 2 - PMM Details - AA-LRFD 2000 Field: T Page 1490 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: MMinRatio Field is Imported: No Format: Controlled by program Units: Unitless The minor moment component of the total PMM stress ratio. The total PMM stress ratio consists of the sum of the axial, major moment and minor moment components. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: SRLimit Field is Imported: No Format: Controlled by program Units: Unitless The stress ratio limit as specified in the preferences. Stress ratios that are less than or equal to this value are considered acceptable. Field: PDsgn Field is Imported: No Format: Force (Forces section of form) Units: Force The design axial force. Field: ffa Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The design axial stress. Field: Fa Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The allowable axial compressive stress. Field: Ft Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The allowable axial tensile stress. Table: Aluminum Design 2 - PMM Details - AA-LRFD 2000 Field: MMinRatio Page 1491 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: FcFlange Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The allowable axial compressive stress considering uniform compression in flange. Field: FcWeb Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The allowable axial compressive stress considering uniform compression in web. Field: Fac0 Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The weighted average allowable axial compressive stress considering uniform compression in flange and web and considering short column. Field: Fec Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The elastic critical stress considering Euler buckling. Field: Fcr Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The element local buckling stress for axial compression. For sections with web and flange, the minimum local buckling stress based on individual buckling of flange or web is taken as Fcr. Field: Frc Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The allowable axial compressive stress for members with buckled elements. Table: Aluminum Design 2 - PMM Details - AA-LRFD 2000 Field: FcFlange Page 1492 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: MMajDsgn Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The design major moment. This moment includes applicable amplification factors, if any. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: ffbMajor Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The design major moment bending stress. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: FbMajor Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The allowable major axis bending stress. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: FeMajor Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 Euler stress for major axis bending stress divided by a factor of safety. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Table: Aluminum Design 2 - PMM Details - AA-LRFD 2000 Field: MMajDsgn Page 1493 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: FbMajorT Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The allowable tensile stress for major axis bending. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: FbMajFlange Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The allowable major axis bending compressive stress considering individual element (flange) buckling. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: FbMajWeb Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The allowable major axis bending compressive stress considering individual element (web) buckling. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: FebMajor Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The elastic lateral buckling stress of beam bent about major axis For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Table: Aluminum Design 2 - PMM Details - AA-LRFD 2000 Field: FbMajorT Page 1494 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: FcrMajor Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The element local buckling stress for major axis bending. For sections with web and flange, the minimum local buckling stress based on individual buckling of flange or web is taken as FcrMajor. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: FrbMajor Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The allowable compressive stress for for major axis bending of section with buckled elements For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: CmMajor Field is Imported: No Format: Controlled by program Units: Unitless Unitless factor, Cm, for major axis bending used in determining the stress ratio. It captures the effect of non-uniform moment distribution along the length. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: KMajor Field is Imported: No Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object local major axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the effective length for the object. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Table: Aluminum Design 2 - PMM Details - AA-LRFD 2000 Field: FcrMajor Page 1495 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: LRatioMajor Field is Imported: No Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object major axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the unbraced length for the object. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: Cb Field is Imported: No Format: Controlled by program Units: Unitless Unitless factor, Cb, used in determining the allowable bending stress. Field: C1 Field is Imported: No Format: Controlled by program Units: Unitless Coefficient defined in section 4.9.4 and used in calculating Rey. Field: C2 Field is Imported: No Format: Controlled by program Units: Unitless Coefficient defined in section 4.9.4 and used in calculating Rey. Field: MMinDsgn Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The design minor moment. This moment includes applicable amplification factors, if any. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Aluminum Design 2 - PMM Details - AA-LRFD 2000 Field: LRatioMajor Page 1496 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ffbMinor Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The design minor moment bending stress. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: FbMinor Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The allowable minor axis bending stress. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: FeMinor Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 Euler stress for minor axis bending stress divided by a factor of safety. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: FbMinorT Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The allowable tensile stress for minor axis bending. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Aluminum Design 2 - PMM Details - AA-LRFD 2000 Field: ffbMinor Page 1497 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: FbMinFlange Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The allowable minor axis bending compressive stress considering individual element (flange) buckling. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: FbMinWeb Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The allowable minor axis bending compressive stress considering individual element (web) buckling. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: FebMinor Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The elastic lateral buckling stress of beam bent about minor axis For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: FcrMinor Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The element local buckling stress for minor axis bending. For sections with web and flange, the minimum local buckling stress based on individual buckling of flange or web is taken as FcrMinor. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Aluminum Design 2 - PMM Details - AA-LRFD 2000 Field: FbMinFlange Page 1498 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: FrbMinor Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The allowable compressive stress for for minor axis bending of section with buckled elements For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: CmMinor Field is Imported: No Format: Controlled by program Units: Unitless Unitless factor, Cm, for minor axis bending used in determining the stress ratio. It captures the effect of non-uniform moment distribution along the length. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: KMinor Field is Imported: No Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object minor axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the effective length for the object. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: LRatioMinor Field is Imported: No Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object minor axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the unbraced length for the object. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Aluminum Design 2 - PMM Details - AA-LRFD 2000 Field: FrbMinor Page 1499 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Designation Field is Imported: No Format: Controlled by program Units: Text Material designation of aluminum indicating alloy and temper. Field: Fcy Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 Compressive yield stress. Field: Fty Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 Tensile yield stress. Field: Fsy Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 Shear yield stress. Field: Fy Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 Yield stress which is the minimum of Fcy and Fty. Field: Ftu Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 Tensile ultimate strength. Field: Fsu Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 Shear ultimate strength. Table: Aluminum Design 2 - PMM Details - AA-LRFD 2000 Field: Designation Page 1500 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Length Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The total length of the frame object (not clear length). Field: SectClass Field is Imported: No Format: Controlled by program Units: Text This is either Compact, Non-Compact, Slender or Too Slender indicating the classification of the section. Field: FramingType Field is Imported: No Format: Controlled by program Units: Text The framing type. This is either Moment Frame or Braced Frame. This item is used for ductility considerations in the design. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Aluminum Design 3 - Shear Details - AA-ASD 2000 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Table: Aluminum Design 3 - Shear Details - AA-ASD 2000 Field: Length Page 1501 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'Overstressed', 'See ErrMsg', 'See WarnMsg', 'See ErrMsg and WarnMsg', or 'Overstressed and See WarnMsg' indicating the design status. Field: VMajorCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the major shear data is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: VMajorLoc Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Table: Aluminum Design 3 - Shear Details - AA-ASD 2000 Field: DesignSect Page 1502 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VMajor Field is Imported: No Format: Force (Forces section of form) Units: Force The major shear for the specified combo. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: VMajorRatio Field is Imported: No Format: Controlled by program Units: Unitless The major shear stress ratio. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: ffvMajor Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The design major shear stress. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: FvMajor Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The allowable major direction shear. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Table: Aluminum Design 3 - Shear Details - AA-ASD 2000 Field: VMajor Page 1503 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VMinorCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the minor shear data is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: VMinorLoc Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: VMinor Field is Imported: No Format: Force (Forces section of form) Units: Force The minor shear for the specified combo. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: VMinorRatio Field is Imported: No Format: Controlled by program Units: Unitless The minor shear stress ratio. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Aluminum Design 3 - Shear Details - AA-ASD 2000 Field: VMinorCombo Page 1504 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ffvMinor Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The design minor shear stress. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: FvMinor Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The allowable minor direction shear. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: T Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The torsion (about the local 1-axis) for the specified combo. This item is reported for information only. It is not used in the design. Field: SRLimit Field is Imported: No Format: Controlled by program Units: Unitless The stress ratio limit as specified in the preferences. Stress ratios that are less than or equal to this value are considered acceptable. Field: FramingType Field is Imported: No Format: Controlled by program Units: Text The framing type. This is either Moment Frame or Braced Frame. This item is used for ductility considerations in the design. Table: Aluminum Design 3 - Shear Details - AA-ASD 2000 Field: ffvMinor Page 1505 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Aluminum Design 3 - Shear Details - AA-LRFD 2000 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'Overstressed', 'See ErrMsg', 'See WarnMsg', 'See ErrMsg and WarnMsg', or 'Overstressed and See WarnMsg' indicating the design status. Table: Aluminum Design 3 - Shear Details - AA-LRFD 2000 Field: ErrMsg Page 1506 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VMajorCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the major shear data is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: VMajorLoc Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: VMajor Field is Imported: No Format: Force (Forces section of form) Units: Force The major shear for the specified combo. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: VMajorRatio Field is Imported: No Format: Controlled by program Units: Unitless The major shear stress ratio. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Table: Aluminum Design 3 - Shear Details - AA-LRFD 2000 Field: VMajorCombo Page 1507 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ffvMajor Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The design major shear stress. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: FvMajor Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The allowable major direction shear. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: VMinorCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the minor shear data is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: VMinorLoc Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Table: Aluminum Design 3 - Shear Details - AA-LRFD 2000 Field: ffvMajor Page 1508 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VMinor Field is Imported: No Format: Force (Forces section of form) Units: Force The minor shear for the specified combo. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: VMinorRatio Field is Imported: No Format: Controlled by program Units: Unitless The minor shear stress ratio. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: ffvMinor Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The design minor shear stress. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: FvMinor Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The allowable minor direction shear. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Aluminum Design 3 - Shear Details - AA-LRFD 2000 Field: VMinor Page 1509 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: T Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The torsion (about the local 1-axis) for the specified combo. This item is reported for information only. It is not used in the design. Field: SRLimit Field is Imported: No Format: Controlled by program Units: Unitless The stress ratio limit as specified in the preferences. Stress ratios that are less than or equal to this value are considered acceptable. Field: FramingType Field is Imported: No Format: Controlled by program Units: Text The framing type. This is either Moment Frame or Braced Frame. This item is used for ductility considerations in the design. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Aluminum Design 3 - Shear Details - AA-LRFD 2000 Field: T Page 1510 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Aluminum Design 4 - Buckling Constants - AA-ASD 2000 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Field: Designation Field is Imported: No Format: Controlled by program Units: Text Material designation of aluminum indicating alloy and temper. Field: Fcy Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 Compressive yield stress. Field: Fty Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 Tensile yield stress. Table: Aluminum Design 4 - Buckling Constants - AA-ASD 2000 Field: Frame Page 1511 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Fsy Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 Shear yield stress. Field: Fy Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 Yield stress which is the minimum of Fcy and Fty. Field: Bc Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 Buckling constant, Bc. Field: Bp Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 Buckling constant, Bp. Field: Bt Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 Buckling constant, Bt. Field: Bbr Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 Buckling constant, Bbr. Field: Btb Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 Buckling constant, Btb. Table: Aluminum Design 4 - Buckling Constants - AA-ASD 2000 Field: Fsy Page 1512 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Bs Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 Buckling constant, Bs. Field: Dc Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 Buckling constant, Dc. Field: Dp Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 Buckling constant, Dp. Field: Dt Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 Buckling constant, Dt. Field: Dbr Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 Buckling constant, Dbr. Field: Dtb Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 Buckling constant, Dtb. Field: Ds Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 Buckling constant, Ds. Table: Aluminum Design 4 - Buckling Constants - AA-ASD 2000 Field: Bs Page 1513 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Cc Field is Imported: No Format: Controlled by program Units: Unitless Buckling constant, Cc. Field: Cp Field is Imported: No Format: Controlled by program Units: Unitless Buckling constant, Cp. Field: Ct Field is Imported: No Format: Controlled by program Units: Unitless Buckling constant, Ct. Field: Cbr Field is Imported: No Format: Controlled by program Units: Unitless Buckling constant, Cbr. Field: Ctb Field is Imported: No Format: Controlled by program Units: Unitless Buckling constant, Ctb. Field: Cs Field is Imported: No Format: Controlled by program Units: Unitless Buckling constant, Cs. Field: k1c Field is Imported: No Format: Controlled by program Units: Unitless Buckling constant k1 for compression. Table: Aluminum Design 4 - Buckling Constants - AA-ASD 2000 Field: Cc Page 1514 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: k2c Field is Imported: No Format: Controlled by program Units: Unitless Buckling constant k2 for compression. Field: k1b Field is Imported: No Format: Controlled by program Units: Unitless Buckling constant k1 for bending. Field: k2b Field is Imported: No Format: Controlled by program Units: Unitless Buckling constant k2 for bending. Field: kt Field is Imported: No Format: Controlled by program Units: Unitless Coefficient kt (see AA Table 3.4-2). Table: Aluminum Design 4 - Buckling Constants - AA-LRFD 2000 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Table: Aluminum Design 4 - Buckling Constants - AA-LRFD 2000 Field: k2c Page 1515 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Field: Designation Field is Imported: No Format: Controlled by program Units: Text Material designation of aluminum indicating alloy and temper. Field: Fcy Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 Compressive yield stress. Field: Fty Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 Tensile yield stress. Field: Fsy Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 Shear yield stress. Field: Fy Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 Yield stress which is the minimum of Fcy and Fty. Field: Bc Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 Buckling constant, Bc. Table: Aluminum Design 4 - Buckling Constants - AA-LRFD 2000 Field: DesignType Page 1516 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Bp Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 Buckling constant, Bp. Field: Bt Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 Buckling constant, Bt. Field: Bbr Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 Buckling constant, Bbr. Field: Btb Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 Buckling constant, Btb. Field: Bs Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 Buckling constant, Bs. Field: Dc Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 Buckling constant, Dc. Field: Dp Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 Buckling constant, Dp. Table: Aluminum Design 4 - Buckling Constants - AA-LRFD 2000 Field: Bp Page 1517 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Dt Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 Buckling constant, Dt. Field: Dbr Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 Buckling constant, Dbr. Field: Dtb Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 Buckling constant, Dtb. Field: Ds Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 Buckling constant, Ds. Field: Cc Field is Imported: No Format: Controlled by program Units: Unitless Buckling constant, Cc. Field: Cp Field is Imported: No Format: Controlled by program Units: Unitless Buckling constant, Cp. Field: Ct Field is Imported: No Format: Controlled by program Units: Unitless Buckling constant, Ct. Table: Aluminum Design 4 - Buckling Constants - AA-LRFD 2000 Field: Dt Page 1518 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Cbr Field is Imported: No Format: Controlled by program Units: Unitless Buckling constant, Cbr. Field: Ctb Field is Imported: No Format: Controlled by program Units: Unitless Buckling constant, Ctb. Field: Cs Field is Imported: No Format: Controlled by program Units: Unitless Buckling constant, Cs. Field: k1c Field is Imported: No Format: Controlled by program Units: Unitless Buckling constant k1 for compression. Field: k2c Field is Imported: No Format: Controlled by program Units: Unitless Buckling constant k2 for compression. Field: k1b Field is Imported: No Format: Controlled by program Units: Unitless Buckling constant k1 for bending. Field: k2b Field is Imported: No Format: Controlled by program Units: Unitless Buckling constant k2 for bending. Table: Aluminum Design 4 - Buckling Constants - AA-LRFD 2000 Field: Cbr Page 1519 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: kt Field is Imported: No Format: Controlled by program Units: Unitless Coefficient kt (see AA Table 3.4-2). Table: Aluminum Details 1 - Summary Data - AA-ASD 2000 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'Overstressed', 'See ErrMsg', 'See WarnMsg', 'See ErrMsg and WarnMsg', or 'Overstressed and See WarnMsg' indicating the design status. Field: Ratio Field is Imported: No Format: Controlled by program Units: Unitless The controlling stress ratio at the specified location. Table: Aluminum Details 1 - Summary Data - AA-ASD 2000 Field: kt Page 1520 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: RatioType Field is Imported: No Format: Controlled by program Units: Text This is either PMM, Major Shear, Minor Shear, or Other indicating the origin of the reported stress ratio. Field: Combo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the stress ratio is reported. Field: Location Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Aluminum Details 1 - Summary Data - AA-LRFD 2000 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Table: Aluminum Details 1 - Summary Data - AA-LRFD 2000 Field: RatioType Page 1521 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'Overstressed', 'See ErrMsg', 'See WarnMsg', 'See ErrMsg and WarnMsg', or 'Overstressed and See WarnMsg' indicating the design status. Field: Ratio Field is Imported: No Format: Controlled by program Units: Unitless The controlling stress ratio at the specified location. Field: RatioType Field is Imported: No Format: Controlled by program Units: Text This is either PMM, Major Shear, Minor Shear, or Other indicating the origin of the reported stress ratio. Field: Combo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the stress ratio is reported. Table: Aluminum Details 1 - Summary Data - AA-LRFD 2000 Field: DesignSect Page 1522 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Location Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Aluminum Details 2 - PMM Details - AA-ASD 2000 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Table: Aluminum Details 2 - PMM Details - AA-ASD 2000 Field: Location Page 1523 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'Overstressed', 'See ErrMsg', 'See WarnMsg', 'See ErrMsg and WarnMsg', or 'Overstressed and See WarnMsg' indicating the design status. Field: Combo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the stress ratio is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: Location Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: P Field is Imported: No Format: Force (Forces section of form) Units: Force The axial load for the specified combo. Field: MMajor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The major bending moment for the specified combo. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Table: Aluminum Details 2 - PMM Details - AA-ASD 2000 Field: Status Page 1524 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: MMinor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The minor bending moment for the specified combo. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: VMajor Field is Imported: No Format: Force (Forces section of form) Units: Force The major shear for the specified combo. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: VMinor Field is Imported: No Format: Force (Forces section of form) Units: Force The minor shear for the specified combo. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: T Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The torsion (about the local 1-axis) for the specified combo. This item is reported for information only. It is not used in the design. Field: Equation Field is Imported: No Format: Controlled by program Units: Text The equation used to obtain the reported ratios. Table: Aluminum Details 2 - PMM Details - AA-ASD 2000 Field: MMinor Page 1525 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: TotalRatio Field is Imported: No Format: Controlled by program Units: Unitless The total PMM stress ratio. This ratio is the sum of the axial, major moment and minor moment stress ratio components. Field: PRatio Field is Imported: No Format: Controlled by program Units: Unitless The axial component of the total PMM stress ratio. The total PMM stress ratio consists of the sum of the axial, major moment and minor moment components. Field: MMajRatio Field is Imported: No Format: Controlled by program Units: Unitless The major moment component of the total PMM stress ratio. The total PMM stress ratio consists of the sum of the axial, major moment and minor moment components. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: MMinRatio Field is Imported: No Format: Controlled by program Units: Unitless The minor moment component of the total PMM stress ratio. The total PMM stress ratio consists of the sum of the axial, major moment and minor moment components. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: SRLimit Field is Imported: No Format: Controlled by program Units: Unitless The stress ratio limit as specified in the preferences. Stress ratios that are less than or equal to this value are considered acceptable. Table: Aluminum Details 2 - PMM Details - AA-ASD 2000 Field: TotalRatio Page 1526 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: PDsgn Field is Imported: No Format: Force (Forces section of form) Units: Force The design axial force. Field: ffa Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The design axial stress. Field: Fa Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The allowable axial compressive stress. Field: Ft Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The allowable axial tensile stress. Field: FcFlange Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The allowable axial compressive stress considering uniform compression in flange. Field: FcWeb Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The allowable axial compressive stress considering uniform compression in web. Field: Fac0 Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The weighted average allowable axial compressive stress considering uniform compression in flange and web and considering short column. Table: Aluminum Details 2 - PMM Details - AA-ASD 2000 Field: PDsgn Page 1527 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Fec Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The elastic critical stress considering Euler buckling. Field: Fcr Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The element local buckling stress for axial compression. For sections with web and flange, the minimum local buckling stress based on individual buckling of flange or web is taken as Fcr. Field: Frc Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The allowable axial compressive stress for members with buckled elements. Field: MMajDsgn Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The design major moment. This moment includes applicable amplification factors, if any. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: ffbMajor Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The design major moment bending stress. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Table: Aluminum Details 2 - PMM Details - AA-ASD 2000 Field: Fec Page 1528 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: FbMajor Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The allowable major axis bending stress. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: FeMajor Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 Euler stress for major axis bending stress divided by a factor of safety. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: FbMajorT Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The allowable tensile stress for major axis bending. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: FbMajFlange Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The allowable major axis bending compressive stress considering individual element (flange) buckling. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Table: Aluminum Details 2 - PMM Details - AA-ASD 2000 Field: FbMajor Page 1529 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: FbMajWeb Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The allowable major axis bending compressive stress considering individual element (web) buckling. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: FebMajor Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The elastic lateral buckling stress of beam bent about major axis For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: FcrMajor Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The element local buckling stress for major axis bending. For sections with web and flange, the minimum local buckling stress based on individual buckling of flange or web is taken as FcrMajor. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: FrbMajor Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The allowable compressive stress for for major axis bending of section with buckled elements For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Table: Aluminum Details 2 - PMM Details - AA-ASD 2000 Field: FbMajWeb Page 1530 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: CmMajor Field is Imported: No Format: Controlled by program Units: Unitless Unitless factor, Cm, for major axis bending used in determining the stress ratio. It captures the effect of non-uniform moment distribution along the length. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: KMajor Field is Imported: No Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object local major axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the effective length for the object. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: LRatioMajor Field is Imported: No Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object major axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the unbraced length for the object. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: Cb Field is Imported: No Format: Controlled by program Units: Unitless Unitless factor, Cb, used in determining the allowable bending stress. Table: Aluminum Details 2 - PMM Details - AA-ASD 2000 Field: CmMajor Page 1531 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: C1 Field is Imported: No Format: Controlled by program Units: Unitless Coefficient defined in section 4.9.4 and used in calculating Rey. Field: C2 Field is Imported: No Format: Controlled by program Units: Unitless Coefficient defined in section 4.9.4 and used in calculating Rey. Field: MMinDsgn Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The design minor moment. This moment includes applicable amplification factors, if any. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: ffbMinor Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The design minor moment bending stress. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: FbMinor Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The allowable minor axis bending stress. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Aluminum Details 2 - PMM Details - AA-ASD 2000 Field: C1 Page 1532 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: FeMinor Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 Euler stress for minor axis bending stress divided by a factor of safety. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: FbMinorT Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The allowable tensile stress for minor axis bending. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: FbMinFlange Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The allowable minor axis bending compressive stress considering individual element (flange) buckling. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: FbMinWeb Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The allowable minor axis bending compressive stress considering individual element (web) buckling. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Aluminum Details 2 - PMM Details - AA-ASD 2000 Field: FeMinor Page 1533 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: FebMinor Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The elastic lateral buckling stress of beam bent about minor axis For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: FcrMinor Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The element local buckling stress for minor axis bending. For sections with web and flange, the minimum local buckling stress based on individual buckling of flange or web is taken as FcrMinor. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: FrbMinor Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The allowable compressive stress for for minor axis bending of section with buckled elements For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: CmMinor Field is Imported: No Format: Controlled by program Units: Unitless Unitless factor, Cm, for minor axis bending used in determining the stress ratio. It captures the effect of non-uniform moment distribution along the length. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Aluminum Details 2 - PMM Details - AA-ASD 2000 Field: FebMinor Page 1534 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: KMinor Field is Imported: No Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object minor axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the effective length for the object. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: LRatioMinor Field is Imported: No Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object minor axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the unbraced length for the object. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: Designation Field is Imported: No Format: Controlled by program Units: Text Material designation of aluminum indicating alloy and temper. Field: Fcy Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 Compressive yield stress. Field: Fty Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 Tensile yield stress. Table: Aluminum Details 2 - PMM Details - AA-ASD 2000 Field: KMinor Page 1535 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Fsy Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 Shear yield stress. Field: Fy Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 Yield stress which is the minimum of Fcy and Fty. Field: Ftu Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 Tensile ultimate strength. Field: Fsu Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 Shear ultimate strength. Field: Length Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The total length of the frame object (not clear length). Field: SectClass Field is Imported: No Format: Controlled by program Units: Text This is either Compact, Non-Compact, Slender or Too Slender indicating the classification of the section. Table: Aluminum Details 2 - PMM Details - AA-ASD 2000 Field: Fsy Page 1536 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: FramingType Field is Imported: No Format: Controlled by program Units: Text The framing type. This is either Moment Frame or Braced Frame. This item is used for ductility considerations in the design. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Aluminum Details 2 - PMM Details - AA-LRFD 2000 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Table: Aluminum Details 2 - PMM Details - AA-LRFD 2000 Field: FramingType Page 1537 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'Overstressed', 'See ErrMsg', 'See WarnMsg', 'See ErrMsg and WarnMsg', or 'Overstressed and See WarnMsg' indicating the design status. Field: Combo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the stress ratio is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: Location Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: P Field is Imported: No Format: Force (Forces section of form) Units: Force The axial load for the specified combo. Field: MMajor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The major bending moment for the specified combo. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Table: Aluminum Details 2 - PMM Details - AA-LRFD 2000 Field: Status Page 1538 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: MMinor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The minor bending moment for the specified combo. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: VMajor Field is Imported: No Format: Force (Forces section of form) Units: Force The major shear for the specified combo. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: VMinor Field is Imported: No Format: Force (Forces section of form) Units: Force The minor shear for the specified combo. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: T Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The torsion (about the local 1-axis) for the specified combo. This item is reported for information only. It is not used in the design. Field: Equation Field is Imported: No Format: Controlled by program Units: Text The equation used to obtain the reported ratios. Table: Aluminum Details 2 - PMM Details - AA-LRFD 2000 Field: MMinor Page 1539 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: TotalRatio Field is Imported: No Format: Controlled by program Units: Unitless The total PMM stress ratio. This ratio is the sum of the axial, major moment and minor moment stress ratio components. Field: PRatio Field is Imported: No Format: Controlled by program Units: Unitless The axial component of the total PMM stress ratio. The total PMM stress ratio consists of the sum of the axial, major moment and minor moment components. Field: MMajRatio Field is Imported: No Format: Controlled by program Units: Unitless The major moment component of the total PMM stress ratio. The total PMM stress ratio consists of the sum of the axial, major moment and minor moment components. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: MMinRatio Field is Imported: No Format: Controlled by program Units: Unitless The minor moment component of the total PMM stress ratio. The total PMM stress ratio consists of the sum of the axial, major moment and minor moment components. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: SRLimit Field is Imported: No Format: Controlled by program Units: Unitless The stress ratio limit as specified in the preferences. Stress ratios that are less than or equal to this value are considered acceptable. Table: Aluminum Details 2 - PMM Details - AA-LRFD 2000 Field: TotalRatio Page 1540 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: PDsgn Field is Imported: No Format: Force (Forces section of form) Units: Force The design axial force. Field: ffa Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The design axial stress. Field: Fa Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The allowable axial compressive stress. Field: Ft Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The allowable axial tensile stress. Field: FcFlange Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The allowable axial compressive stress considering uniform compression in flange. Field: FcWeb Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The allowable axial compressive stress considering uniform compression in web. Field: Fac0 Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The weighted average allowable axial compressive stress considering uniform compression in flange and web and considering short column. Table: Aluminum Details 2 - PMM Details - AA-LRFD 2000 Field: PDsgn Page 1541 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Fec Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The elastic critical stress considering Euler buckling. Field: Fcr Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The element local buckling stress for axial compression. For sections with web and flange, the minimum local buckling stress based on individual buckling of flange or web is taken as Fcr. Field: Frc Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The allowable axial compressive stress for members with buckled elements. Field: MMajDsgn Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The design major moment. This moment includes applicable amplification factors, if any. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: ffbMajor Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The design major moment bending stress. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Table: Aluminum Details 2 - PMM Details - AA-LRFD 2000 Field: Fec Page 1542 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: FbMajor Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The allowable major axis bending stress. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: FeMajor Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 Euler stress for major axis bending stress divided by a factor of safety. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: FbMajorT Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The allowable tensile stress for major axis bending. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: FbMajFlange Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The allowable major axis bending compressive stress considering individual element (flange) buckling. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Table: Aluminum Details 2 - PMM Details - AA-LRFD 2000 Field: FbMajor Page 1543 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: FbMajWeb Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The allowable major axis bending compressive stress considering individual element (web) buckling. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: FebMajor Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The elastic lateral buckling stress of beam bent about major axis For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: FcrMajor Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The element local buckling stress for major axis bending. For sections with web and flange, the minimum local buckling stress based on individual buckling of flange or web is taken as FcrMajor. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: FrbMajor Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The allowable compressive stress for for major axis bending of section with buckled elements For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Table: Aluminum Details 2 - PMM Details - AA-LRFD 2000 Field: FbMajWeb Page 1544 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: CmMajor Field is Imported: No Format: Controlled by program Units: Unitless Unitless factor, Cm, for major axis bending used in determining the stress ratio. It captures the effect of non-uniform moment distribution along the length. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: KMajor Field is Imported: No Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object local major axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the effective length for the object. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: LRatioMajor Field is Imported: No Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object major axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the unbraced length for the object. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: Cb Field is Imported: No Format: Controlled by program Units: Unitless Unitless factor, Cb, used in determining the allowable bending stress. Table: Aluminum Details 2 - PMM Details - AA-LRFD 2000 Field: CmMajor Page 1545 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: C1 Field is Imported: No Format: Controlled by program Units: Unitless Coefficient defined in section 4.9.4 and used in calculating Rey. Field: C2 Field is Imported: No Format: Controlled by program Units: Unitless Coefficient defined in section 4.9.4 and used in calculating Rey. Field: MMinDsgn Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The design minor moment. This moment includes applicable amplification factors, if any. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: ffbMinor Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The design minor moment bending stress. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: FbMinor Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The allowable minor axis bending stress. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Aluminum Details 2 - PMM Details - AA-LRFD 2000 Field: C1 Page 1546 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: FeMinor Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 Euler stress for minor axis bending stress divided by a factor of safety. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: FbMinorT Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The allowable tensile stress for minor axis bending. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: FbMinFlange Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The allowable minor axis bending compressive stress considering individual element (flange) buckling. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: FbMinWeb Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The allowable minor axis bending compressive stress considering individual element (web) buckling. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Aluminum Details 2 - PMM Details - AA-LRFD 2000 Field: FeMinor Page 1547 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: FebMinor Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The elastic lateral buckling stress of beam bent about minor axis For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: FcrMinor Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The element local buckling stress for minor axis bending. For sections with web and flange, the minimum local buckling stress based on individual buckling of flange or web is taken as FcrMinor. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: FrbMinor Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The allowable compressive stress for for minor axis bending of section with buckled elements For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: CmMinor Field is Imported: No Format: Controlled by program Units: Unitless Unitless factor, Cm, for minor axis bending used in determining the stress ratio. It captures the effect of non-uniform moment distribution along the length. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Aluminum Details 2 - PMM Details - AA-LRFD 2000 Field: FebMinor Page 1548 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: KMinor Field is Imported: No Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object minor axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the effective length for the object. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: LRatioMinor Field is Imported: No Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object minor axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the unbraced length for the object. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: Designation Field is Imported: No Format: Controlled by program Units: Text Material designation of aluminum indicating alloy and temper. Field: Fcy Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 Compressive yield stress. Field: Fty Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 Tensile yield stress. Table: Aluminum Details 2 - PMM Details - AA-LRFD 2000 Field: KMinor Page 1549 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Fsy Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 Shear yield stress. Field: Fy Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 Yield stress which is the minimum of Fcy and Fty. Field: Ftu Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 Tensile ultimate strength. Field: Fsu Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 Shear ultimate strength. Field: Length Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The total length of the frame object (not clear length). Field: SectClass Field is Imported: No Format: Controlled by program Units: Text This is either Compact, Non-Compact, Slender or Too Slender indicating the classification of the section. Table: Aluminum Details 2 - PMM Details - AA-LRFD 2000 Field: Fsy Page 1550 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: FramingType Field is Imported: No Format: Controlled by program Units: Text The framing type. This is either Moment Frame or Braced Frame. This item is used for ductility considerations in the design. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Aluminum Details 3 - Shear Details - AA-ASD 2000 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Table: Aluminum Details 3 - Shear Details - AA-ASD 2000 Field: FramingType Page 1551 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'Overstressed', 'See ErrMsg', 'See WarnMsg', 'See ErrMsg and WarnMsg', or 'Overstressed and See WarnMsg' indicating the design status. Field: VMajorCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the major shear data is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: VMajorLoc Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: VMajor Field is Imported: No Format: Force (Forces section of form) Units: Force The major shear for the specified combo. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Table: Aluminum Details 3 - Shear Details - AA-ASD 2000 Field: Status Page 1552 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VMajorRatio Field is Imported: No Format: Controlled by program Units: Unitless The major shear stress ratio. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: ffvMajor Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The design major shear stress. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: FvMajor Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The allowable major direction shear. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: VMinorCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the minor shear data is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Table: Aluminum Details 3 - Shear Details - AA-ASD 2000 Field: VMajorRatio Page 1553 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: VMinorLoc Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: VMinor Field is Imported: No Format: Force (Forces section of form) Units: Force The minor shear for the specified combo. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: VMinorRatio Field is Imported: No Format: Controlled by program Units: Unitless The minor shear stress ratio. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: ffvMinor Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The design minor shear stress. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Aluminum Details 3 - Shear Details - AA-ASD 2000 Field: VMinorLoc Page 1554 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: FvMinor Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The allowable minor direction shear. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: T Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The torsion (about the local 1-axis) for the specified combo. This item is reported for information only. It is not used in the design. Field: SRLimit Field is Imported: No Format: Controlled by program Units: Unitless The stress ratio limit as specified in the preferences. Stress ratios that are less than or equal to this value are considered acceptable. Field: FramingType Field is Imported: No Format: Controlled by program Units: Text The framing type. This is either Moment Frame or Braced Frame. This item is used for ductility considerations in the design. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Table: Aluminum Details 3 - Shear Details - AA-ASD 2000 Field: FvMinor Page 1555 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Aluminum Details 3 - Shear Details - AA-LRFD 2000 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'Overstressed', 'See ErrMsg', 'See WarnMsg', 'See ErrMsg and WarnMsg', or 'Overstressed and See WarnMsg' indicating the design status. Field: VMajorCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the major shear data is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). Table: Aluminum Details 3 - Shear Details - AA-LRFD 2000 Field: WarnMsg Page 1556 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: VMajorLoc Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: VMajor Field is Imported: No Format: Force (Forces section of form) Units: Force The major shear for the specified combo. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: VMajorRatio Field is Imported: No Format: Controlled by program Units: Unitless The major shear stress ratio. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: ffvMajor Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The design major shear stress. Table: Aluminum Details 3 - Shear Details - AA-LRFD 2000 Field: VMajorLoc Page 1557 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: FvMajor Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The allowable major direction shear. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: VMinorCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the minor shear data is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: VMinorLoc Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: VMinor Field is Imported: No Format: Force (Forces section of form) Units: Force The minor shear for the specified combo. Table: Aluminum Details 3 - Shear Details - AA-LRFD 2000 Field: FvMajor Page 1558 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: VMinorRatio Field is Imported: No Format: Controlled by program Units: Unitless The minor shear stress ratio. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: ffvMinor Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The design minor shear stress. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: FvMinor Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The allowable minor direction shear. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: T Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The torsion (about the local 1-axis) for the specified combo. This item is reported for information only. It is not used in the design. Table: Aluminum Details 3 - Shear Details - AA-LRFD 2000 Field: VMinorRatio Page 1559 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: SRLimit Field is Imported: No Format: Controlled by program Units: Unitless The stress ratio limit as specified in the preferences. Stress ratios that are less than or equal to this value are considered acceptable. Field: FramingType Field is Imported: No Format: Controlled by program Units: Text The framing type. This is either Moment Frame or Braced Frame. This item is used for ductility considerations in the design. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Aluminum Details 4 - Buckling Constants - AA-ASD 2000 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Table: Aluminum Details 4 - Buckling Constants - AA-ASD 2000 Field: SRLimit Page 1560 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Field: Designation Field is Imported: No Format: Controlled by program Units: Text Material designation of aluminum indicating alloy and temper. Field: Fcy Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 Compressive yield stress. Field: Fty Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 Tensile yield stress. Field: Fsy Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 Shear yield stress. Field: Fy Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 Yield stress which is the minimum of Fcy and Fty. Field: Bc Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 Buckling constant, Bc. Table: Aluminum Details 4 - Buckling Constants - AA-ASD 2000 Field: DesignType Page 1561 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Bp Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 Buckling constant, Bp. Field: Bt Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 Buckling constant, Bt. Field: Bbr Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 Buckling constant, Bbr. Field: Btb Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 Buckling constant, Btb. Field: Bs Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 Buckling constant, Bs. Field: Dc Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 Buckling constant, Dc. Field: Dp Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 Buckling constant, Dp. Table: Aluminum Details 4 - Buckling Constants - AA-ASD 2000 Field: Bp Page 1562 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Dt Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 Buckling constant, Dt. Field: Dbr Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 Buckling constant, Dbr. Field: Dtb Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 Buckling constant, Dtb. Field: Ds Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 Buckling constant, Ds. Field: Cc Field is Imported: No Format: Controlled by program Units: Unitless Buckling constant, Cc. Field: Cp Field is Imported: No Format: Controlled by program Units: Unitless Buckling constant, Cp. Field: Ct Field is Imported: No Format: Controlled by program Units: Unitless Buckling constant, Ct. Table: Aluminum Details 4 - Buckling Constants - AA-ASD 2000 Field: Dt Page 1563 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Cbr Field is Imported: No Format: Controlled by program Units: Unitless Buckling constant, Cbr. Field: Ctb Field is Imported: No Format: Controlled by program Units: Unitless Buckling constant, Ctb. Field: Cs Field is Imported: No Format: Controlled by program Units: Unitless Buckling constant, Cs. Field: k1c Field is Imported: No Format: Controlled by program Units: Unitless Buckling constant k1 for compression. Field: k2c Field is Imported: No Format: Controlled by program Units: Unitless Buckling constant k2 for compression. Field: k1b Field is Imported: No Format: Controlled by program Units: Unitless Buckling constant k1 for bending. Field: k2b Field is Imported: No Format: Controlled by program Units: Unitless Buckling constant k2 for bending. Table: Aluminum Details 4 - Buckling Constants - AA-ASD 2000 Field: Cbr Page 1564 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: kt Field is Imported: No Format: Controlled by program Units: Unitless Coefficient kt (see AA Table 3.4-2). Table: Aluminum Details 4 - Buckling Constants - AA-LRFD 2000 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Field: Designation Field is Imported: No Format: Controlled by program Units: Text Material designation of aluminum indicating alloy and temper. Field: Fcy Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 Compressive yield stress. Table: Aluminum Details 4 - Buckling Constants - AA-LRFD 2000 Field: kt Page 1565 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Fty Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 Tensile yield stress. Field: Fsy Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 Shear yield stress. Field: Fy Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 Yield stress which is the minimum of Fcy and Fty. Field: Bc Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 Buckling constant, Bc. Field: Bp Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 Buckling constant, Bp. Field: Bt Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 Buckling constant, Bt. Field: Bbr Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 Buckling constant, Bbr. Table: Aluminum Details 4 - Buckling Constants - AA-LRFD 2000 Field: Fty Page 1566 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Btb Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 Buckling constant, Btb. Field: Bs Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 Buckling constant, Bs. Field: Dc Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 Buckling constant, Dc. Field: Dp Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 Buckling constant, Dp. Field: Dt Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 Buckling constant, Dt. Field: Dbr Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 Buckling constant, Dbr. Field: Dtb Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 Buckling constant, Dtb. Table: Aluminum Details 4 - Buckling Constants - AA-LRFD 2000 Field: Btb Page 1567 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Ds Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 Buckling constant, Ds. Field: Cc Field is Imported: No Format: Controlled by program Units: Unitless Buckling constant, Cc. Field: Cp Field is Imported: No Format: Controlled by program Units: Unitless Buckling constant, Cp. Field: Ct Field is Imported: No Format: Controlled by program Units: Unitless Buckling constant, Ct. Field: Cbr Field is Imported: No Format: Controlled by program Units: Unitless Buckling constant, Cbr. Field: Ctb Field is Imported: No Format: Controlled by program Units: Unitless Buckling constant, Ctb. Field: Cs Field is Imported: No Format: Controlled by program Units: Unitless Buckling constant, Cs. Table: Aluminum Details 4 - Buckling Constants - AA-LRFD 2000 Field: Ds Page 1568 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: k1c Field is Imported: No Format: Controlled by program Units: Unitless Buckling constant k1 for compression. Field: k2c Field is Imported: No Format: Controlled by program Units: Unitless Buckling constant k2 for compression. Field: k1b Field is Imported: No Format: Controlled by program Units: Unitless Buckling constant k1 for bending. Field: k2b Field is Imported: No Format: Controlled by program Units: Unitless Buckling constant k2 for bending. Field: kt Field is Imported: No Format: Controlled by program Units: Unitless Coefficient kt (see AA Table 3.4-2). Table: API Punch Check 1 - Summary Data - API RP2A-LRFD 97 Field: Joint Field is Imported: No Format: Controlled by program Units: Text Label of a Joint object. Table: API Punch Check 1 - Summary Data - API RP2A-LRFD 97 Field: k1c Page 1569 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Chord Field is Imported: No Format: Controlled by program Units: Text The name of a line object considered to be a chord. Field: Brace Field is Imported: No Format: Controlled by program Units: Text The name of a line object considered to be a brace. Field: Combo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the stress ratio is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: Ratio Field is Imported: No Format: Controlled by program Units: Unitless The governing stress ratio for the specified chord and brace. Field: Equation Field is Imported: No Format: Controlled by program Units: Text The code equation used to calculate the governing stress ratio. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Table: API Punch Check 1 - Summary Data - API RP2A-LRFD 97 Field: Chord Page 1570 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: API Punch Check 1 - Summary Data - API RP2A-WSD2000 Field: Joint Field is Imported: No Format: Controlled by program Units: Text Label of a Joint object. Field: Chord Field is Imported: No Format: Controlled by program Units: Text The name of a line object considered to be a chord. Field: Brace Field is Imported: No Format: Controlled by program Units: Text The name of a line object considered to be a brace. Field: Combo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the stress ratio is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Table: API Punch Check 1 - Summary Data - API RP2A-WSD2000 Field: WarnMsg Page 1571 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Ratio Field is Imported: No Format: Controlled by program Units: Unitless The governing stress ratio for the specified chord and brace. Field: Equation Field is Imported: No Format: Controlled by program Units: Text The code equation used to calculate the governing stress ratio. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: API Punch Check 2 - Nominal Load Method - API RP2A-LRFD 97 Field: Joint Field is Imported: No Format: Controlled by program Units: Text Label of a Joint object. Field: Chord Field is Imported: No Format: Controlled by program Units: Text The name of a line object considered to be a chord. Table: API Punch Check 2 - Nominal Load Method - API RP2A-LRFD 97 Field: Ratio Page 1572 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Brace Field is Imported: No Format: Controlled by program Units: Text The name of a line object considered to be a brace. Field: JointClass Field is Imported: No Format: Controlled by program Units: Text The joint classification associated with a Brace-type element. This is either K Overlap, K Gap, T & Y, Cross w/o Diaph, or Cross with Diaph. Field: Combo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the stress ratio is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: Ratio1 Field is Imported: No Format: Controlled by program Units: Unitless The stress ratio obtained using API RP2A-LRFD 97 equation E.3-2. Field: Ratio2 Field is Imported: No Format: Controlled by program Units: Unitless The stress ratio obtained using API RP2A-LRFD 97 equation E.3-3 for in-plane bending. Field: Ratio3 Field is Imported: No Format: Controlled by program Units: Unitless The stress ratio obtained using API RP2A-LRFD 97 equation E.3-3 for out-of-plane bending. Table: API Punch Check 2 - Nominal Load Method - API RP2A-LRFD 97 Field: Brace Page 1573 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Ratio4 Field is Imported: No Format: Controlled by program Units: Unitless The stress ratio obtained using API RP2A-LRFD 97 equation E.3-4. Field: Ratio5 Field is Imported: No Format: Controlled by program Units: Unitless The stress ratio obtained using API RP2A-LRFD 97 equation E.3-7. Field: RatioGov Field is Imported: No Format: Controlled by program Units: Unitless The governing stress ratio for the specified chord and brace. Field: Equation Field is Imported: No Format: Controlled by program Units: Text The code equation used to calculate the governing stress ratio. Field: ChordP Field is Imported: No Format: Force (Forces section of form) Units: Force The factored axial force in the chord. Field: ChordInM Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The factored in-plane moment in the chord. In-plane means in the plane of the chord and brace. Table: API Punch Check 2 - Nominal Load Method - API RP2A-LRFD 97 Field: Ratio4 Page 1574 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ChordOutM Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The factored out-of-plane moment in the chord. Out-of-plane means out of the plane of the chord and brace. Field: BraceP Field is Imported: No Format: Force (Forces section of form) Units: Force The factored axial force in the brace. Field: BraceInM Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The factored in-plane moment in the brace. In-plane means in the plane of the chord and brace. Field: BraceOutM Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The factored out-of-plane moment in the brace. Out-of-plane means out of the plane of the chord and brace. Field: QuAxial Field is Imported: No Format: Controlled by program Units: Unitless The Qu factor for axial load used in evaluating the punching load. Field: QuInM Field is Imported: No Format: Controlled by program Units: Unitless The Qu factor for in-plane moment used in evaluating the punching load. In-plane means in the plane of the chord and brace. Table: API Punch Check 2 - Nominal Load Method - API RP2A-LRFD 97 Field: ChordOutM Page 1575 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: QuOutM Field is Imported: No Format: Controlled by program Units: Unitless The Qu factor for out-of-plane moment used in evaluating the punching load. Out-of-plane means out of the plane of the chord and brace. Field: QfAxial Field is Imported: No Format: Controlled by program Units: Unitless The Qf factor for axial load used in evaluating the punching load. Field: QfInM Field is Imported: No Format: Controlled by program Units: Unitless The Qf factor for in-plane moment used in evaluating the punching load. In-plane means in the plane of the chord and brace. Field: QfOutM Field is Imported: No Format: Controlled by program Units: Unitless The Qf factor for out-of-plane moment used in evaluating the punching load. Out-of-plane means out of the plane of the chord and brace. Field: Puj Field is Imported: No Format: Force (Forces section of form) Units: Force The axial force capacity for the brace. Field: MujIn Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The in-plane bending moment capacity for the brace. In-plane means in the plane of the chord and brace. Table: API Punch Check 2 - Nominal Load Method - API RP2A-LRFD 97 Field: QuOutM Page 1576 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: MujOut Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The out-of-plane bending moment moment capacity for the brace. Out-of-plane means out of the plane of the chord and brace. Field: PhiJAxial Field is Imported: No Format: Controlled by program Units: Unitless The resistance factor Phi subscript J for axial load in the brace. Field: PhiJInM Field is Imported: No Format: Controlled by program Units: Unitless The resistance factor Phi subscript J for in-plane bending in the brace. Field: PhiJOutM Field is Imported: No Format: Controlled by program Units: Unitless The resistance factor Phi subscript J for out-of-plane bending in the brace. Field: Fyc Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The smaller of the yield strength of the chord member or 2/3 of the tensile strength of the chord member. Field: BraceAngle Field is Imported: No Format: Angles (Structure Dimensions section of form) Units: Degrees The angle measured in degrees from the Chord-type element to the Brace-type element. Table: API Punch Check 2 - Nominal Load Method - API RP2A-LRFD 97 Field: MujOut Page 1577 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Gap Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length The gap distance associated with the brace. This item only applies when the joint classification is K Gap. Field: ChordTh Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length The thickness of the chord member. Field: BraceTh Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length The thickness of the brace member. Field: ChordDiam Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length The diameter of the chord member. Field: BraceDiam Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length The diameter of the brace member. Field: Tau Field is Imported: No Format: Controlled by program Units: Unitless The thickness of the brace member divided by the thickness of the chord member. Tau = BraceTh / ChordTh. Table: API Punch Check 2 - Nominal Load Method - API RP2A-LRFD 97 Field: Gap Page 1578 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Beta Field is Imported: No Format: Controlled by program Units: Unitless The diameter of the brace member divided by the diameter of the chord member. Beta = BraceDiam / ChordDiam. Field: Gamma Field is Imported: No Format: Controlled by program Units: Unitless The diameter of the chord member divided by two times the thickness of the chord member. Gamma = ChordDiam / (2 * ChordTh). Field: QBeta Field is Imported: No Format: Controlled by program Units: Unitless The Q subscript Beta factor. Field: Qg Field is Imported: No Format: Controlled by program Units: Unitless The Qg factor. Field: PPerp Field is Imported: No Format: Force (Forces section of form) Units: Force The factored axial load component perpendicular to the chord. Field: WeldThick Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length The lesser of the weld throat thickness or the thickness t of the thinner brace. Table: API Punch Check 2 - Nominal Load Method - API RP2A-LRFD 97 Field: Beta Page 1579 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: L1OverL Field is Imported: No Format: Controlled by program Units: Unitless The perimeter of the portion of the brace that contacts the chord (L1) divided by the perimeter of the portion of the brace that would contact the chord if no overlap existed. Field: L2 Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length The projected chord length (one side) of the overlapping weld, measured perpendicular to the chord, in an overlapping joint. Field: PPerpCap Field is Imported: No Format: Force (Forces section of form) Units: Force The axial load component capacity perpendicular to the chord. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: API Punch Check 2 - Nominal Load Method - API RP2A-LRFD 97 Field: L1OverL Page 1580 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: API Punch Check 2 - Punching Shear Method - API RP2A-WSD2000 Field: Joint Field is Imported: No Format: Controlled by program Units: Text Label of a Joint object. Field: Chord Field is Imported: No Format: Controlled by program Units: Text The name of a line object considered to be a chord. Field: Brace Field is Imported: No Format: Controlled by program Units: Text The name of a line object considered to be a brace. Field: JointClass Field is Imported: No Format: Controlled by program Units: Text The joint classification associated with a Brace-type element. This is either K Overlap, K Gap, T & Y, Cross w/o Diaph, or Cross with Diaph. Field: Combo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the stress ratio is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Table: API Punch Check 2 - Punching Shear Method - API RP2A-WSD2000 Field: Joint Page 1581 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: OneThirdInc Field is Imported: No Format: Controlled by program Units: Yes/No This item is Yes if a one third stress increase is applied. Otherwise it is No. Field: Ratio1 Field is Imported: No Format: Controlled by program Units: Unitless The stress ratio obtained using API RP2A-WSD2000 equation 4.3.1-3a. Field: Ratio2 Field is Imported: No Format: Controlled by program Units: Unitless The stress ratio obtained using API RP2A-WSD2000 equation 4.3.1-3b. Field: Ratio3 Field is Imported: No Format: Controlled by program Units: Unitless The stress ratio obtained using API RP2A-WSD2000 equation 4.3.2-1. Field: RatioGov Field is Imported: No Format: Controlled by program Units: Unitless The governing stress ratio for the specified chord and brace. Field: Equation Field is Imported: No Format: Controlled by program Units: Text The code equation used to calculate the governing stress ratio. Field: ChordP Field is Imported: No Format: Force (Forces section of form) Units: Force The axial force in the chord. Table: API Punch Check 2 - Punching Shear Method - API RP2A-WSD2000 Field: OneThirdInc Page 1582 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ChordInM Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The in-plane moment in the chord. In-plane means in the plane of the chord and brace. Field: ChordOutM Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The out-of-plane moment in the chord. Out-of-plane means out of the plane of the chord and brace. Field: BraceP Field is Imported: No Format: Force (Forces section of form) Units: Force The axial force in the brace. Field: BraceInM Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The in-plane moment in the brace. In-plane means in the plane of the chord and brace. Field: BraceOutM Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The out-of-plane moment in the brace. Out-of-plane means out of the plane of the chord and brace. Field: QqAxial Field is Imported: No Format: Controlled by program Units: Unitless The Qq factor for axial load used in evaluating the punching load. Table: API Punch Check 2 - Punching Shear Method - API RP2A-WSD2000 Field: ChordInM Page 1583 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: QqInM Field is Imported: No Format: Controlled by program Units: Unitless The Qq factor for in-plane moment used in evaluating the punching load. In-plane means in the plane of the chord and brace. Field: QqOutM Field is Imported: No Format: Controlled by program Units: Unitless The Qq factor for out-of-plane moment used in evaluating the punching load. Out-of-plane means out of the plane of the chord and brace. Field: QfAxial Field is Imported: No Format: Controlled by program Units: Unitless The Qf factor for axial load used in evaluating the punching load. Field: QfInM Field is Imported: No Format: Controlled by program Units: Unitless The Qf factor for in-plane moment used in evaluating the punching load. In-plane means in the plane of the chord and brace. Field: QfOutM Field is Imported: No Format: Controlled by program Units: Unitless The Qf factor for out-of-plane moment used in evaluating the punching load. Out-of-plane means out of the plane of the chord and brace. Field: VpAxial Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The applied stress in the brace due to axial loads. Table: API Punch Check 2 - Punching Shear Method - API RP2A-WSD2000 Field: QqInM Page 1584 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VpInM Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The applied stress in the brace due to in-plane bending loads. In-plane means in the plane of the chord and brace. Field: VpOutM Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The applied stress in the brace due to out-of-plane bending loads. Out-of-plane means out of the plane of the chord and brace. Field: VpaAxial Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The allowable stress in the brace due to axial loads. Field: VpaInM Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The allowable stress in the brace due to in-plane bending loads. In-plane means in the plane of the chord and brace. Field: VpaOutM Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The allowable stress in the brace due to out-of-plane bending loads. Out-of-plane means out of the plane of the chord and brace. Field: Fyc Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The smaller of the yield strength of the chord member or 2/3 of the tensile strength of the chord member. Table: API Punch Check 2 - Punching Shear Method - API RP2A-WSD2000 Field: VpInM Page 1585 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: BraceAngle Field is Imported: No Format: Angles (Structure Dimensions section of form) Units: Degrees The angle measured in degrees from the Chord-type element to the Brace-type element. Field: Gap Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length The gap distance associated with the brace. This item only applies when the joint classification is K Gap. Field: ChordTh Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length The thickness of the chord member. Field: BraceTh Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length The thickness of the brace member. Field: ChordDiam Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length The diameter of the chord member. Field: BraceDiam Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length The diameter of the brace member. Field: Tau Field is Imported: No Format: Controlled by program Units: Unitless The thickness of the brace member divided by the thickness of the chord member. Table: API Punch Check 2 - Punching Shear Method - API RP2A-WSD2000 Field: BraceAngle Page 1586 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Tau = BraceTh / ChordTh. Field: Beta Field is Imported: No Format: Controlled by program Units: Unitless The diameter of the brace member divided by the diameter of the chord member. Beta = BraceDiam / ChordDiam. Field: Gamma Field is Imported: No Format: Controlled by program Units: Unitless The diameter of the chord member divided by two times the thickness of the chord member. Gamma = ChordDiam / (2 * ChordTh). Field: QBeta Field is Imported: No Format: Controlled by program Units: Unitless The Q subscript Beta factor. Field: Qg Field is Imported: No Format: Controlled by program Units: Unitless The Qg factor. Field: PPerp Field is Imported: No Format: Force (Forces section of form) Units: Force The axial load component perpendicular to the chord. Field: WeldThick Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length The lesser of the weld throat thickness or the thickness t of the thinner brace. Table: API Punch Check 2 - Punching Shear Method - API RP2A-WSD2000 Field: Beta Page 1587 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: L Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length The perimeter of the portion of the brace that would contact the chord if no overlap existed. Field: L1 Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length The circumference for that portion of the brace which contacts the chord. Field: L2 Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length The projected chord length (one side) of the overlapping weld, measured perpendicular to the chord, in an overlapping joint. Field: PPerpAllow Field is Imported: No Format: Force (Forces section of form) Units: Force The allowable axial load component perpendicular to the chord. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: API Punch Check 2 - Punching Shear Method - API RP2A-WSD2000 Field: L Page 1588 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: API Punch Check 2 - Nominal Load Method - API RP2A-WSD2000 Field: Joint Field is Imported: No Format: Controlled by program Units: Text Label of a Joint object. Field: Chord Field is Imported: No Format: Controlled by program Units: Text The name of a line object considered to be a chord. Field: Brace Field is Imported: No Format: Controlled by program Units: Text The name of a line object considered to be a brace. Field: JointClass Field is Imported: No Format: Controlled by program Units: Text The joint classification associated with a Brace-type element. This is either K Overlap, K Gap, T & Y, Cross w/o Diaph, or Cross with Diaph. Field: Combo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the stress ratio is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Table: API Punch Check 2 - Nominal Load Method - API RP2A-WSD2000 Field: Joint Page 1589 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: OneThirdInc Field is Imported: No Format: Controlled by program Units: Yes/No This item is Yes if a one third stress increase is applied. Otherwise it is No. Field: Ratio1 Field is Imported: No Format: Controlled by program Units: Unitless The stress ratio obtained using API RP2A-WSD2000 equation 4.3.1-5a. Field: Ratio2 Field is Imported: No Format: Controlled by program Units: Unitless The stress ratio obtained using API RP2A-WSD2000 equation 4.3.1-5b. Field: Ratio3 Field is Imported: No Format: Controlled by program Units: Unitless The stress ratio obtained using API RP2A-WSD2000 equation 4.3.2-2. Field: RatioGov Field is Imported: No Format: Controlled by program Units: Unitless The governing stress ratio for the specified chord and brace. Field: Equation Field is Imported: No Format: Controlled by program Units: Text The code equation used to calculate the governing stress ratio. Field: ChordP Field is Imported: No Format: Force (Forces section of form) Units: Force The axial force in the chord. Table: API Punch Check 2 - Nominal Load Method - API RP2A-WSD2000 Field: OneThirdInc Page 1590 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ChordInM Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The in-plane moment in the chord. In-plane means in the plane of the chord and brace. Field: ChordOutM Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The out-of-plane moment in the chord. Out-of-plane means out of the plane of the chord and brace. Field: BraceP Field is Imported: No Format: Force (Forces section of form) Units: Force The axial force in the brace. Field: BraceInM Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The in-plane moment in the brace. In-plane means in the plane of the chord and brace. Field: BraceOutM Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The out-of-plane moment in the brace. Out-of-plane means out of the plane of the chord and brace. Field: QuAxial Field is Imported: No Format: Controlled by program Units: Unitless The Qu factor for axial load used in evaluating the punching load. Table: API Punch Check 2 - Nominal Load Method - API RP2A-WSD2000 Field: ChordInM Page 1591 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: QuInM Field is Imported: No Format: Controlled by program Units: Unitless The Qu factor for in-plane moment used in evaluating the punching load. In-plane means in the plane of the chord and brace. Field: QuOutM Field is Imported: No Format: Controlled by program Units: Unitless The Qu factor for out-of-plane moment used in evaluating the punching load. Out-of-plane means out of the plane of the chord and brace. Field: QfAxial Field is Imported: No Format: Controlled by program Units: Unitless The Qf factor for axial load used in evaluating the punching load. Field: QfInM Field is Imported: No Format: Controlled by program Units: Unitless The Qf factor for in-plane moment used in evaluating the punching load. In-plane means in the plane of the chord and brace. Field: QfOutM Field is Imported: No Format: Controlled by program Units: Unitless The Qf factor for out-of-plane moment used in evaluating the punching load. Out-of-plane means out of the plane of the chord and brace. Field: Pa Field is Imported: No Format: Force (Forces section of form) Units: Force The allowable axial force in the brace. Table: API Punch Check 2 - Nominal Load Method - API RP2A-WSD2000 Field: QuInM Page 1592 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: MaIn Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The allowable in-plane bending moment in the brace. In-plane means in the plane of the chord and brace. Field: MaOut Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The allowable out-of-plane bending moment in the brace. Out-of-plane means out of the plane of the chord and brace. Field: Fyc Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The smaller of the yield strength of the chord member or 2/3 of the tensile strength of the chord member. Field: BraceAngle Field is Imported: No Format: Angles (Structure Dimensions section of form) Units: Degrees The angle measured in degrees from the Chord-type element to the Brace-type element. Field: Gap Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length The gap distance associated with the brace. This item only applies when the joint classification is K Gap. Field: ChordTh Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length The thickness of the chord member. Table: API Punch Check 2 - Nominal Load Method - API RP2A-WSD2000 Field: MaIn Page 1593 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: BraceTh Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length The thickness of the brace member. Field: ChordDiam Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length The diameter of the chord member. Field: BraceDiam Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length The diameter of the brace member. Field: Tau Field is Imported: No Format: Controlled by program Units: Unitless The thickness of the brace member divided by the thickness of the chord member. Tau = BraceTh / ChordTh. Field: Beta Field is Imported: No Format: Controlled by program Units: Unitless The diameter of the brace member divided by the diameter of the chord member. Beta = BraceDiam / ChordDiam. Field: Gamma Field is Imported: No Format: Controlled by program Units: Unitless The diameter of the chord member divided by two times the thickness of the chord member. Gamma = ChordDiam / (2 * ChordTh). Table: API Punch Check 2 - Nominal Load Method - API RP2A-WSD2000 Field: BraceTh Page 1594 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: QBeta Field is Imported: No Format: Controlled by program Units: Unitless The Q subscript Beta factor. Field: Qg Field is Imported: No Format: Controlled by program Units: Unitless The Qg factor. Field: PPerp Field is Imported: No Format: Force (Forces section of form) Units: Force The axial load component perpendicular to the chord. Field: WeldThick Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length The lesser of the weld throat thickness or the thickness t of the thinner brace. Field: L1OverL Field is Imported: No Format: Controlled by program Units: Unitless The perimeter of the portion of the brace that contacts the chord (L1) divided by the perimeter of the portion of the brace that would contact the chord if no overlap existed. Field: L2 Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length The projected chord length (one side) of the overlapping weld, measured perpendicular to the chord, in an overlapping joint. Table: API Punch Check 2 - Nominal Load Method - API RP2A-WSD2000 Field: QBeta Page 1595 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: PPerpAllow Field is Imported: No Format: Force (Forces section of form) Units: Force The allowable axial load component perpendicular to the chord. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: API Punch Details 1 - Summary Data - API RP2A-LRFD 97 Field: Joint Field is Imported: No Format: Controlled by program Units: Text Label of a Joint object. Field: Chord Field is Imported: No Format: Controlled by program Units: Text The name of a line object considered to be a chord. Field: Brace Field is Imported: No Format: Controlled by program Units: Text The name of a line object considered to be a brace. Table: API Punch Details 1 - Summary Data - API RP2A-LRFD 97 Field: PPerpAllow Page 1596 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Combo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the stress ratio is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: Ratio Field is Imported: No Format: Controlled by program Units: Unitless The governing stress ratio for the specified chord and brace. Field: Equation Field is Imported: No Format: Controlled by program Units: Text The code equation used to calculate the governing stress ratio. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: API Punch Details 1 - Summary Data - API RP2A-LRFD 97 Field: Combo Page 1597 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: API Punch Details 1 - Summary Data - API RP2A-WSD2000 Field: Joint Field is Imported: No Format: Controlled by program Units: Text Label of a Joint object. Field: Chord Field is Imported: No Format: Controlled by program Units: Text The name of a line object considered to be a chord. Field: Brace Field is Imported: No Format: Controlled by program Units: Text The name of a line object considered to be a brace. Field: Combo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the stress ratio is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: Ratio Field is Imported: No Format: Controlled by program Units: Unitless The governing stress ratio for the specified chord and brace. Table: API Punch Details 1 - Summary Data - API RP2A-WSD2000 Field: Joint Page 1598 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Equation Field is Imported: No Format: Controlled by program Units: Text The code equation used to calculate the governing stress ratio. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: API Punch Details 2 - Nominal Load Method - API RP2A-LRFD 97 Field: Joint Field is Imported: No Format: Controlled by program Units: Text Label of a Joint object. Field: Chord Field is Imported: No Format: Controlled by program Units: Text The name of a line object considered to be a chord. Field: Brace Field is Imported: No Format: Controlled by program Units: Text The name of a line object considered to be a brace. Table: API Punch Details 2 - Nominal Load Method - API RP2A-LRFD 97 Field: Equation Page 1599 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: JointClass Field is Imported: No Format: Controlled by program Units: Text The joint classification associated with a Brace-type element. This is either K Overlap, K Gap, T & Y, Cross w/o Diaph, or Cross with Diaph. Field: Combo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the stress ratio is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: Ratio1 Field is Imported: No Format: Controlled by program Units: Unitless The stress ratio obtained using API RP2A-LRFD 97 equation E.3-2. Field: Ratio2 Field is Imported: No Format: Controlled by program Units: Unitless The stress ratio obtained using API RP2A-LRFD 97 equation E.3-3 for in-plane bending. Field: Ratio3 Field is Imported: No Format: Controlled by program Units: Unitless The stress ratio obtained using API RP2A-LRFD 97 equation E.3-3 for out-of-plane bending. Field: Ratio4 Field is Imported: No Format: Controlled by program Units: Unitless The stress ratio obtained using API RP2A-LRFD 97 equation E.3-4. Table: API Punch Details 2 - Nominal Load Method - API RP2A-LRFD 97 Field: JointClass Page 1600 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Ratio5 Field is Imported: No Format: Controlled by program Units: Unitless The stress ratio obtained using API RP2A-LRFD 97 equation E.3-7. Field: RatioGov Field is Imported: No Format: Controlled by program Units: Unitless The governing stress ratio for the specified chord and brace. Field: Equation Field is Imported: No Format: Controlled by program Units: Text The code equation used to calculate the governing stress ratio. Field: ChordP Field is Imported: No Format: Force (Forces section of form) Units: Force The factored axial force in the chord. Field: ChordInM Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The factored in-plane moment in the chord. In-plane means in the plane of the chord and brace. Field: ChordOutM Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The factored out-of-plane moment in the chord. Out-of-plane means out of the plane of the chord and brace. Table: API Punch Details 2 - Nominal Load Method - API RP2A-LRFD 97 Field: Ratio5 Page 1601 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: BraceP Field is Imported: No Format: Force (Forces section of form) Units: Force The factored axial force in the brace. Field: BraceInM Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The factored in-plane moment in the brace. In-plane means in the plane of the chord and brace. Field: BraceOutM Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The factored out-of-plane moment in the brace. Out-of-plane means out of the plane of the chord and brace. Field: QuAxial Field is Imported: No Format: Controlled by program Units: Unitless The Qu factor for axial load used in evaluating the punching load. Field: QuInM Field is Imported: No Format: Controlled by program Units: Unitless The Qu factor for in-plane moment used in evaluating the punching load. In-plane means in the plane of the chord and brace. Field: QuOutM Field is Imported: No Format: Controlled by program Units: Unitless The Qu factor for out-of-plane moment used in evaluating the punching load. Out-of-plane means out of the plane of the chord and brace. Table: API Punch Details 2 - Nominal Load Method - API RP2A-LRFD 97 Field: BraceP Page 1602 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: QfAxial Field is Imported: No Format: Controlled by program Units: Unitless The Qf factor for axial load used in evaluating the punching load. Field: QfInM Field is Imported: No Format: Controlled by program Units: Unitless The Qf factor for in-plane moment used in evaluating the punching load. In-plane means in the plane of the chord and brace. Field: QfOutM Field is Imported: No Format: Controlled by program Units: Unitless The Qf factor for out-of-plane moment used in evaluating the punching load. Out-of-plane means out of the plane of the chord and brace. Field: Puj Field is Imported: No Format: Force (Forces section of form) Units: Force The axial force capacity for the brace. Field: MujIn Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The in-plane bending moment capacity for the brace. In-plane means in the plane of the chord and brace. Field: MujOut Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The out-of-plane bending moment moment capacity for the brace. Out-of-plane means out of the plane of the chord and brace. Table: API Punch Details 2 - Nominal Load Method - API RP2A-LRFD 97 Field: QfAxial Page 1603 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: PhiJAxial Field is Imported: No Format: Controlled by program Units: Unitless The resistance factor Phi subscript J for axial load in the brace. Field: PhiJInM Field is Imported: No Format: Controlled by program Units: Unitless The resistance factor Phi subscript J for in-plane bending in the brace. Field: PhiJOutM Field is Imported: No Format: Controlled by program Units: Unitless The resistance factor Phi subscript J for out-of-plane bending in the brace. Field: Fyc Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The smaller of the yield strength of the chord member or 2/3 of the tensile strength of the chord member. Field: BraceAngle Field is Imported: No Format: Angles (Structure Dimensions section of form) Units: Degrees The angle measured in degrees from the Chord-type element to the Brace-type element. Field: Gap Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length The gap distance associated with the brace. This item only applies when the joint classification is K Gap. Table: API Punch Details 2 - Nominal Load Method - API RP2A-LRFD 97 Field: PhiJAxial Page 1604 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ChordTh Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length The thickness of the chord member. Field: BraceTh Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length The thickness of the brace member. Field: ChordDiam Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length The diameter of the chord member. Field: BraceDiam Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length The diameter of the brace member. Field: Tau Field is Imported: No Format: Controlled by program Units: Unitless The thickness of the brace member divided by the thickness of the chord member. Tau = BraceTh / ChordTh. Field: Beta Field is Imported: No Format: Controlled by program Units: Unitless The diameter of the brace member divided by the diameter of the chord member. Beta = BraceDiam / ChordDiam. Table: API Punch Details 2 - Nominal Load Method - API RP2A-LRFD 97 Field: ChordTh Page 1605 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Gamma Field is Imported: No Format: Controlled by program Units: Unitless The diameter of the chord member divided by two times the thickness of the chord member. Gamma = ChordDiam / (2 * ChordTh). Field: QBeta Field is Imported: No Format: Controlled by program Units: Unitless The Q subscript Beta factor. Field: Qg Field is Imported: No Format: Controlled by program Units: Unitless The Qg factor. Field: PPerp Field is Imported: No Format: Force (Forces section of form) Units: Force The factored axial load component perpendicular to the chord. Field: WeldThick Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length The lesser of the weld throat thickness or the thickness t of the thinner brace. Field: L1OverL Field is Imported: No Format: Controlled by program Units: Unitless The perimeter of the portion of the brace that contacts the chord (L1) divided by the perimeter of the portion of the brace that would contact the chord if no overlap existed. Table: API Punch Details 2 - Nominal Load Method - API RP2A-LRFD 97 Field: Gamma Page 1606 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: L2 Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length The projected chord length (one side) of the overlapping weld, measured perpendicular to the chord, in an overlapping joint. Field: PPerpCap Field is Imported: No Format: Force (Forces section of form) Units: Force The axial load component capacity perpendicular to the chord. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: API Punch Details 2 - Punching Shear Method - API RP2A-WSD2000 Field: Joint Field is Imported: No Format: Controlled by program Units: Text Label of a Joint object. Field: Chord Field is Imported: No Format: Controlled by program Units: Text The name of a line object considered to be a chord. Table: API Punch Details 2 - Punching Shear Method - API RP2A-WSD2000 Field: L2 Page 1607 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Brace Field is Imported: No Format: Controlled by program Units: Text The name of a line object considered to be a brace. Field: JointClass Field is Imported: No Format: Controlled by program Units: Text The joint classification associated with a Brace-type element. This is either K Overlap, K Gap, T & Y, Cross w/o Diaph, or Cross with Diaph. Field: Combo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the stress ratio is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: OneThirdInc Field is Imported: No Format: Controlled by program Units: Yes/No This item is Yes if a one third stress increase is applied. Otherwise it is No. Field: Ratio1 Field is Imported: No Format: Controlled by program Units: Unitless The stress ratio obtained using API RP2A-WSD2000 equation 4.3.1-3a. Field: Ratio2 Field is Imported: No Format: Controlled by program Units: Unitless The stress ratio obtained using API RP2A-WSD2000 equation 4.3.1-3b. Table: API Punch Details 2 - Punching Shear Method - API RP2A-WSD2000 Field: Brace Page 1608 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Ratio3 Field is Imported: No Format: Controlled by program Units: Unitless The stress ratio obtained using API RP2A-WSD2000 equation 4.3.2-1. Field: RatioGov Field is Imported: No Format: Controlled by program Units: Unitless The governing stress ratio for the specified chord and brace. Field: Equation Field is Imported: No Format: Controlled by program Units: Text The code equation used to calculate the governing stress ratio. Field: ChordP Field is Imported: No Format: Force (Forces section of form) Units: Force The axial force in the chord. Field: ChordInM Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The in-plane moment in the chord. In-plane means in the plane of the chord and brace. Field: ChordOutM Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The out-of-plane moment in the chord. Out-of-plane means out of the plane of the chord and brace. Field: BraceP Field is Imported: No Format: Force (Forces section of form) Units: Force The axial force in the brace. Table: API Punch Details 2 - Punching Shear Method - API RP2A-WSD2000 Field: Ratio3 Page 1609 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: BraceInM Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The in-plane moment in the brace. In-plane means in the plane of the chord and brace. Field: BraceOutM Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The out-of-plane moment in the brace. Out-of-plane means out of the plane of the chord and brace. Field: QqAxial Field is Imported: No Format: Controlled by program Units: Unitless The Qq factor for axial load used in evaluating the punching load. Field: QqInM Field is Imported: No Format: Controlled by program Units: Unitless The Qq factor for in-plane moment used in evaluating the punching load. In-plane means in the plane of the chord and brace. Field: QqOutM Field is Imported: No Format: Controlled by program Units: Unitless The Qq factor for out-of-plane moment used in evaluating the punching load. Out-of-plane means out of the plane of the chord and brace. Field: QfAxial Field is Imported: No Format: Controlled by program Units: Unitless The Qf factor for axial load used in evaluating the punching load. Table: API Punch Details 2 - Punching Shear Method - API RP2A-WSD2000 Field: BraceInM Page 1610 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: QfInM Field is Imported: No Format: Controlled by program Units: Unitless The Qf factor for in-plane moment used in evaluating the punching load. In-plane means in the plane of the chord and brace. Field: QfOutM Field is Imported: No Format: Controlled by program Units: Unitless The Qf factor for out-of-plane moment used in evaluating the punching load. Out-of-plane means out of the plane of the chord and brace. Field: VpAxial Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The applied stress in the brace due to axial loads. Field: VpInM Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The applied stress in the brace due to in-plane bending loads. In-plane means in the plane of the chord and brace. Field: VpOutM Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The applied stress in the brace due to out-of-plane bending loads. Out-of-plane means out of the plane of the chord and brace. Field: VpaAxial Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The allowable stress in the brace due to axial loads. Table: API Punch Details 2 - Punching Shear Method - API RP2A-WSD2000 Field: QfInM Page 1611 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VpaInM Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The allowable stress in the brace due to in-plane bending loads. In-plane means in the plane of the chord and brace. Field: VpaOutM Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The allowable stress in the brace due to out-of-plane bending loads. Out-of-plane means out of the plane of the chord and brace. Field: Fyc Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The smaller of the yield strength of the chord member or 2/3 of the tensile strength of the chord member. Field: BraceAngle Field is Imported: No Format: Angles (Structure Dimensions section of form) Units: Degrees The angle measured in degrees from the Chord-type element to the Brace-type element. Field: Gap Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length The gap distance associated with the brace. This item only applies when the joint classification is K Gap. Field: ChordTh Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length The thickness of the chord member. Table: API Punch Details 2 - Punching Shear Method - API RP2A-WSD2000 Field: VpaInM Page 1612 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: BraceTh Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length The thickness of the brace member. Field: ChordDiam Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length The diameter of the chord member. Field: BraceDiam Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length The diameter of the brace member. Field: Tau Field is Imported: No Format: Controlled by program Units: Unitless The thickness of the brace member divided by the thickness of the chord member. Tau = BraceTh / ChordTh. Field: Beta Field is Imported: No Format: Controlled by program Units: Unitless The diameter of the brace member divided by the diameter of the chord member. Beta = BraceDiam / ChordDiam. Field: Gamma Field is Imported: No Format: Controlled by program Units: Unitless The diameter of the chord member divided by two times the thickness of the chord member. Gamma = ChordDiam / (2 * ChordTh). Table: API Punch Details 2 - Punching Shear Method - API RP2A-WSD2000 Field: BraceTh Page 1613 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: QBeta Field is Imported: No Format: Controlled by program Units: Unitless The Q subscript Beta factor. Field: Qg Field is Imported: No Format: Controlled by program Units: Unitless The Qg factor. Field: PPerp Field is Imported: No Format: Force (Forces section of form) Units: Force The axial load component perpendicular to the chord. Field: WeldThick Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length The lesser of the weld throat thickness or the thickness t of the thinner brace. Field: L Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length The perimeter of the portion of the brace that would contact the chord if no overlap existed. Field: L1 Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length The circumference for that portion of the brace which contacts the chord. Table: API Punch Details 2 - Punching Shear Method - API RP2A-WSD2000 Field: QBeta Page 1614 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: L2 Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length The projected chord length (one side) of the overlapping weld, measured perpendicular to the chord, in an overlapping joint. Field: PPerpAllow Field is Imported: No Format: Force (Forces section of form) Units: Force The allowable axial load component perpendicular to the chord. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: API Punch Details 2 - Nominal Load Method - API RP2A-WSD2000 Field: Joint Field is Imported: No Format: Controlled by program Units: Text Label of a Joint object. Field: Chord Field is Imported: No Format: Controlled by program Units: Text The name of a line object considered to be a chord. Table: API Punch Details 2 - Nominal Load Method - API RP2A-WSD2000 Field: L2 Page 1615 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Brace Field is Imported: No Format: Controlled by program Units: Text The name of a line object considered to be a brace. Field: JointClass Field is Imported: No Format: Controlled by program Units: Text The joint classification associated with a Brace-type element. This is either K Overlap, K Gap, T & Y, Cross w/o Diaph, or Cross with Diaph. Field: Combo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the stress ratio is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: OneThirdInc Field is Imported: No Format: Controlled by program Units: Yes/No This item is Yes if a one third stress increase is applied. Otherwise it is No. Field: Ratio1 Field is Imported: No Format: Controlled by program Units: Unitless The stress ratio obtained using API RP2A-WSD2000 equation 4.3.1-5a. Field: Ratio2 Field is Imported: No Format: Controlled by program Units: Unitless The stress ratio obtained using API RP2A-WSD2000 equation 4.3.1-5b. Table: API Punch Details 2 - Nominal Load Method - API RP2A-WSD2000 Field: Brace Page 1616 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Ratio3 Field is Imported: No Format: Controlled by program Units: Unitless The stress ratio obtained using API RP2A-WSD2000 equation 4.3.2-2. Field: RatioGov Field is Imported: No Format: Controlled by program Units: Unitless The governing stress ratio for the specified chord and brace. Field: Equation Field is Imported: No Format: Controlled by program Units: Text The code equation used to calculate the governing stress ratio. Field: ChordP Field is Imported: No Format: Force (Forces section of form) Units: Force The axial force in the chord. Field: ChordInM Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The in-plane moment in the chord. In-plane means in the plane of the chord and brace. Field: ChordOutM Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The out-of-plane moment in the chord. Out-of-plane means out of the plane of the chord and brace. Field: BraceP Field is Imported: No Format: Force (Forces section of form) Units: Force The axial force in the brace. Table: API Punch Details 2 - Nominal Load Method - API RP2A-WSD2000 Field: Ratio3 Page 1617 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: BraceInM Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The in-plane moment in the brace. In-plane means in the plane of the chord and brace. Field: BraceOutM Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The out-of-plane moment in the brace. Out-of-plane means out of the plane of the chord and brace. Field: QuAxial Field is Imported: No Format: Controlled by program Units: Unitless The Qu factor for axial load used in evaluating the punching load. Field: QuInM Field is Imported: No Format: Controlled by program Units: Unitless The Qu factor for in-plane moment used in evaluating the punching load. In-plane means in the plane of the chord and brace. Field: QuOutM Field is Imported: No Format: Controlled by program Units: Unitless The Qu factor for out-of-plane moment used in evaluating the punching load. Out-of-plane means out of the plane of the chord and brace. Field: QfAxial Field is Imported: No Format: Controlled by program Units: Unitless The Qf factor for axial load used in evaluating the punching load. Table: API Punch Details 2 - Nominal Load Method - API RP2A-WSD2000 Field: BraceInM Page 1618 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: QfInM Field is Imported: No Format: Controlled by program Units: Unitless The Qf factor for in-plane moment used in evaluating the punching load. In-plane means in the plane of the chord and brace. Field: QfOutM Field is Imported: No Format: Controlled by program Units: Unitless The Qf factor for out-of-plane moment used in evaluating the punching load. Out-of-plane means out of the plane of the chord and brace. Field: Pa Field is Imported: No Format: Force (Forces section of form) Units: Force The allowable axial force in the brace. Field: MaIn Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The allowable in-plane bending moment in the brace. In-plane means in the plane of the chord and brace. Field: MaOut Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The allowable out-of-plane bending moment in the brace. Out-of-plane means out of the plane of the chord and brace. Field: Fyc Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The smaller of the yield strength of the chord member or 2/3 of the tensile strength of the chord member. Table: API Punch Details 2 - Nominal Load Method - API RP2A-WSD2000 Field: QfInM Page 1619 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: BraceAngle Field is Imported: No Format: Angles (Structure Dimensions section of form) Units: Degrees The angle measured in degrees from the Chord-type element to the Brace-type element. Field: Gap Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length The gap distance associated with the brace. This item only applies when the joint classification is K Gap. Field: ChordTh Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length The thickness of the chord member. Field: BraceTh Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length The thickness of the brace member. Field: ChordDiam Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length The diameter of the chord member. Field: BraceDiam Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length The diameter of the brace member. Field: Tau Field is Imported: No Format: Controlled by program Units: Unitless The thickness of the brace member divided by the thickness of the chord member. Table: API Punch Details 2 - Nominal Load Method - API RP2A-WSD2000 Field: BraceAngle Page 1620 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Tau = BraceTh / ChordTh. Field: Beta Field is Imported: No Format: Controlled by program Units: Unitless The diameter of the brace member divided by the diameter of the chord member. Beta = BraceDiam / ChordDiam. Field: Gamma Field is Imported: No Format: Controlled by program Units: Unitless The diameter of the chord member divided by two times the thickness of the chord member. Gamma = ChordDiam / (2 * ChordTh). Field: QBeta Field is Imported: No Format: Controlled by program Units: Unitless The Q subscript Beta factor. Field: Qg Field is Imported: No Format: Controlled by program Units: Unitless The Qg factor. Field: PPerp Field is Imported: No Format: Force (Forces section of form) Units: Force The axial load component perpendicular to the chord. Field: WeldThick Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length The lesser of the weld throat thickness or the thickness t of the thinner brace. Table: API Punch Details 2 - Nominal Load Method - API RP2A-WSD2000 Field: Beta Page 1621 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: L1OverL Field is Imported: No Format: Controlled by program Units: Unitless The perimeter of the portion of the brace that contacts the chord (L1) divided by the perimeter of the portion of the brace that would contact the chord if no overlap existed. Field: L2 Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length The projected chord length (one side) of the overlapping weld, measured perpendicular to the chord, in an overlapping joint. Field: PPerpAllow Field is Imported: No Format: Force (Forces section of form) Units: Force The allowable axial load component perpendicular to the chord. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Bridge Seismic Design 01 - Bent D-C - AASHTOLRFD07 Field: DesReqName Field is Imported: No Format: Controlled by program Units: Text The name of a bridge design request. Table: Bridge Seismic Design 01 - Bent D-C - AASHTOLRFD07 Field: L1OverL Page 1622 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: BridgeObj Field is Imported: No Format: Controlled by program Units: Text The name of a bridge object. Field: SDCategory Field is Imported: No Format: Controlled by program Units: Text Bridge Seismic Design Category. Field: SpanName Field is Imported: No Format: Controlled by program Units: Text The name of the span that the bent belongs to. Field: Station Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length The station of the bent. Field: Direction Field is Imported: No Format: Controlled by program Units: Text The Direction is either transverse or longitudinal direction of the bent. Field: GenDispl Field is Imported: No Format: Controlled by program Units: Text The name of a Generalized Displacement. Table: Bridge Seismic Design 01 - Bent D-C - AASHTOLRFD07 Field: BridgeObj Page 1623 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Demand Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length Displacement demand. For SDC = B and C, the demand is obtained from the response spectrum analysis results of this bridge object; for SDC = D, the demand is obtained from the response spectrum analysis results of each bent. Field: Capacity Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length Displacement capacity. For SDC = B, capacity = 0.12 Ho (-1.27 ln(x) - 0.32) >= 0.12 Ho; for SDC = C, capacity = 0.12 Ho (-2.32 ln(x) - 1.22) >= 0.12 Ho, in which x = factor * Bo / Ho, Ho : column height measure from top of footng to top of column, Bo : Column section diameter or width measured parallel to the direction of the displacement under consideration, factor represents column end restraint condition (1.0 for fixed-free ends and 2.0 for fixed-fixed ends, interpolation for partial restraint is permitted. Field: DCRatio Field is Imported: No Format: Controlled by program Units: Unitless The ratio of Demand and capacity. Table: Bridge Seismic Design 02 - Bent Column Force Demand Field: DesReqName Field is Imported: No Format: Controlled by program Units: Text The name of a bridge design request. Field: BridgeObj Field is Imported: No Format: Controlled by program Units: Text The name of a bridge object. Table: Bridge Seismic Design 02 - Bent Column Force Demand Field: Demand Page 1624 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: SpanName Field is Imported: No Format: Controlled by program Units: Text The name of the span that the bent belongs to. Field: Station Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length The station of the bent column. Field: Column Field is Imported: No Format: Controlled by program Units: Text The column id in the bridge bent. Field: Location Field is Imported: No Format: Controlled by program Units: Text The location of the column. Either TOP or BOTTOM. Field: P Field is Imported: No Format: Force (Forces section of form) Units: Force Axial force in the bridge column. Field: V2 Field is Imported: No Format: Force (Forces section of form) Units: Force Vertical shear in the bridge column. Field: V3 Field is Imported: No Format: Force (Forces section of form) Units: Force Horizontal shear in the bridge column. Table: Bridge Seismic Design 02 - Bent Column Force Demand Field: SpanName Page 1625 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: T Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length Torsion in the bridge column. Field: M2 Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length Moment about the vertical axis of the bridge column. Field: M3 Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length Moment along the bridge column. Table: Bridge Seismic Design 03 - Bent Column Idealized Moment Capacity Field: DesReqName Field is Imported: No Format: Controlled by program Units: Text The name of a bridge design request. Field: BridgeObj Field is Imported: No Format: Controlled by program Units: Text The name of a bridge object. Field: SpanName Field is Imported: No Format: Controlled by program Units: Text The name of the span that the bent belongs to. Table: Bridge Seismic Design 03 - Bent Column Idealized Moment Capacity Field: T Page 1626 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Station Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length The station of the bent column. Field: Column Field is Imported: No Format: Controlled by program Units: Text The column id in the bridge bent. Field: Location Field is Imported: No Format: Controlled by program Units: Text The location of the column. Either TOP or BOTTOM. Field: GenHinge Field is Imported: No Format: Controlled by program Units: Text The name of a generated Hinge at the column location. Field: P Field is Imported: No Format: Force (Forces section of form) Units: Force Axial force in the bridge column due to the gravity load for calculating idealized moment capacity of the column. Field: Mp2 Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length Idealized moment capacity about the bridge column axis 2. Field: Mp3 Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length Idealized moment capacity about the bridge column axis 3. Table: Bridge Seismic Design 03 - Bent Column Idealized Moment Capacity Field: Station Page 1627 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Bridge Seismic Design 04 - Bent Column Cracked Properties Field: DesReqName Field is Imported: No Format: Controlled by program Units: Text The name of a bridge design request. Field: BridgeObj Field is Imported: No Format: Controlled by program Units: Text The name of a bridge object. Field: SpanName Field is Imported: No Format: Controlled by program Units: Text The name of the span that the bent belongs to. Field: Station Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length The station of the bent column. Field: Column Field is Imported: No Format: Controlled by program Units: Text The column id in the bridge bent. Field: FModifier Field is Imported: No Format: Controlled by program Units: Text The name of named property set applied to the column. Table: Bridge Seismic Design 04 - Bent Column Cracked Properties Field: DesReqName Page 1628 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: I22Mod Field is Imported: No Format: Controlled by program Units: Unitless The factor for the entire column section property I22. Field: I33Mod Field is Imported: No Format: Controlled by program Units: Unitless The factor for the entire column section property I33. Field: I22Top Field is Imported: No Format: Length4 (Section Dimensions section of form) Units: Length4 The section property I22 at the top of the column. Field: I33Top Field is Imported: No Format: Length4 (Section Dimensions section of form) Units: Length4 The section property I33 at the top of the column. Field: I22Bot Field is Imported: No Format: Length4 (Section Dimensions section of form) Units: Length4 The section property I22 at the bottom of the column. Field: I33Bot Field is Imported: No Format: Length4 (Section Dimensions section of form) Units: Length4 The section property I33 at the bottom of the column. Field: Ic22PosTop Field is Imported: No Format: Length4 (Section Dimensions section of form) Units: Length4 The cracked section property Ic22 under positive moment at the top of the column. Table: Bridge Seismic Design 04 - Bent Column Cracked Properties Field: I22Mod Page 1629 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Ic22NegTop Field is Imported: No Format: Length4 (Section Dimensions section of form) Units: Length4 The cracked section property Ic22 under negative moment at the top of the column. Field: Ic33PosTop Field is Imported: No Format: Length4 (Section Dimensions section of form) Units: Length4 The cracked section property Ic33 under positive moment at the top of the column. Field: Ic33NegTop Field is Imported: No Format: Length4 (Section Dimensions section of form) Units: Length4 The cracked section property Ic33 under negative moment at the top of the column. Field: Ic22PosBot Field is Imported: No Format: Length4 (Section Dimensions section of form) Units: Length4 The cracked section property Ic22 under positive moment at the bottom of the column. Field: Ic22NegBot Field is Imported: No Format: Length4 (Section Dimensions section of form) Units: Length4 The cracked section property Ic22 under negative moment at the bottom of the column. Field: Ic33PosBot Field is Imported: No Format: Length4 (Section Dimensions section of form) Units: Length4 The cracked section property Ic33 under positive moment at the bottom of the column. Field: Ic33NegBot Field is Imported: No Format: Length4 (Section Dimensions section of form) Units: Length4 The cracked section property Ic33 under negative moment at the bottom of the column. Table: Bridge Seismic Design 04 - Bent Column Cracked Properties Field: Ic22NegTop Page 1630 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Bridge Seismic Design 05 - Support Bearing Demand - Forces Field: DesReqName Field is Imported: No Format: Controlled by program Units: Text The name of a bridge design request. Field: BridgeObj Field is Imported: No Format: Controlled by program Units: Text The name of a bridge object. Field: SpanName Field is Imported: No Format: Controlled by program Units: Text The name of the span that the bent belongs to. Field: Station Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length The station of the bent. Field: Type Field is Imported: No Format: Controlled by program Units: Text The type that the bearing is used for. It can be Abutment, Bent or Hinge. Field: Bearing Field is Imported: No Format: Controlled by program Units: Text The bearing number counted from the left end of the bent cap beam/in-span hinge/abutment to the center of the considered bearing. Table: Bridge Seismic Design 05 - Support Bearing Demand - Forces Field: DesReqName Page 1631 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: P Field is Imported: No Format: Force (Forces section of form) Units: Force Axial force in the bridge support bearing. Field: V2 Field is Imported: No Format: Force (Forces section of form) Units: Force Vertical shear in the bridge support bearing. Field: V3 Field is Imported: No Format: Force (Forces section of form) Units: Force Horizontal shear in the bridge support bearing. Field: T Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length Torsion in the bridge support bearing. Field: M2 Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length Moment about the vertical axis of the bridge support bearing. Field: M3 Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length Moment along the bridge support bearing. Table: Bridge Seismic Design 05 - Support Bearing Demand - Forces Field: P Page 1632 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Bridge Seismic Design 06 - Support Bearing Demand Deformations Field: DesReqName Field is Imported: No Format: Controlled by program Units: Text The name of a bridge design request. Field: BridgeObj Field is Imported: No Format: Controlled by program Units: Text The name of a bridge object. Field: SpanName Field is Imported: No Format: Controlled by program Units: Text The name of the span that the bent belongs to. Field: Station Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length The station of the bent. Field: Type Field is Imported: No Format: Controlled by program Units: Text The support type. Field: Bearing Field is Imported: No Format: Controlled by program Units: Text The Bearing index counted from the left to the right of the bridge section. Table: Bridge Seismic Design 06 - Support Bearing Demand - Deformations Field: DesReqName Page 1633 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: U1 Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length This item is the deformation specified for the U1 degree of freedom. Field: U2 Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length This item is the deformation specified for the U2 degree of freedom. Field: U3 Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length This item is the deformation specified for the U3 degree of freedom. Field: R1 Field is Imported: No Format: Angles (Structure Dimensions section of form) Units: Degrees This item is the deformation specified for the R1 degree of freedom. Field: R2 Field is Imported: No Format: Angles (Structure Dimensions section of form) Units: Degrees This item is the deformation specified for the R2 degree of freedom. Field: R3 Field is Imported: No Format: Angles (Structure Dimensions section of form) Units: Degrees This item is the deformation specified for the R3 degree of freedom. Table: Bridge Seismic Design 06 - Support Bearing Demand - Deformations Field: U1 Page 1634 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Bridge Seismic Design 07 - Support Length Demand - Unscaled Field: DesReqName Field is Imported: No Format: Controlled by program Units: Text The name of a bridge design request. Field: BridgeObj Field is Imported: No Format: Controlled by program Units: Text The name of a bridge object. Field: SpanName Field is Imported: No Format: Controlled by program Units: Text The name of the span that the bent belongs to. Field: Station Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length The station of the bent. Field: Type Field is Imported: No Format: Controlled by program Units: Text The support type. Field: Bearing Field is Imported: No Format: Controlled by program Units: Text The Bearing index counted from the left to the right of the bridge section. Table: Bridge Seismic Design 07 - Support Length Demand - Unscaled Field: DesReqName Page 1635 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: SuppLength Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length The unscaled support length measured normal to the support. Table: Bridge Super Design 01 - Design Result Status Field: DesReqName Field is Imported: No Format: Controlled by program Units: Text The name of a bridge design request. Field: BridgeObj Field is Imported: No Format: Controlled by program Units: Text The name of a bridge object. Field: Station Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length The station of the output section cut. Field: Location Field is Imported: No Format: Controlled by program Units: Text Whether the output is just before or just after this station. Field: Status Field is Imported: No Format: Controlled by program Units: Unitless A number that represents the design status. Table: Bridge Super Design 01 - Design Result Status Field: SuppLength Page 1636 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Message Field is Imported: No Format: Controlled by program Units: Text Message corresponding to the Status number. Table: Bridge Super Design 02 - AASHTOSTD02 - CBoxStress Field: DesReqName Field is Imported: No Format: Controlled by program Units: Text The name of a bridge design request. Field: BridgeObj Field is Imported: No Format: Controlled by program Units: Text The name of a bridge object. Field: Station Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length The station of the output section cut. Field: Location Field is Imported: No Format: Controlled by program Units: Text Whether the output is just before or just after this station. Field: Point Field is Imported: No Format: Controlled by program Units: Text Index of the stress point for the bridge section. Table: Bridge Super Design 02 - AASHTOSTD02 - CBoxStress Field: Message Page 1637 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: StressMax Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 Maximum stress at this stress point. Field: ComboMax Field is Imported: No Format: Controlled by program Units: Text Combo that controls maximum stress. Field: DSetMax Field is Imported: No Format: Controlled by program Units: Text Demand set that controls maximum stress. Field: MaxTop Field is Imported: No Format: Controlled by program Units: Yes/No Does this stress point control maximum stress at top of this bridge section?. Field: MaxBot Field is Imported: No Format: Controlled by program Units: Yes/No Does this stress point control maximum stress at the bottom of this bridge section?. Field: StressMin Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 Minimum stress at this stress point. Field: ComboMin Field is Imported: No Format: Controlled by program Units: Text Combo that controls minimum stress. Table: Bridge Super Design 02 - AASHTOSTD02 - CBoxStress Field: StressMax Page 1638 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: DSetMin Field is Imported: No Format: Controlled by program Units: Text Demand set that controls minimum stress. Field: MinTop Field is Imported: No Format: Controlled by program Units: Yes/No Does this stress point control minimum stress at top of this bridge section?. Field: MinBot Field is Imported: No Format: Controlled by program Units: Yes/No Does this stress point control minimum stress at bottom of this bridge section?. Field: TensLimit Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 Tensile stress limit at this stress point. Field: CompLimit Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 Compressive stress limit at this stress point. Table: Bridge Super Design 03 - AASHTOLRFD07 - CBoxStress Field: DesReqName Field is Imported: No Format: Controlled by program Units: Text The name of a bridge design request. Table: Bridge Super Design 03 - AASHTOLRFD07 - CBoxStress Field: DSetMin Page 1639 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: BridgeObj Field is Imported: No Format: Controlled by program Units: Text The name of a bridge object. Field: Station Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length The station of the output section cut. Field: Location Field is Imported: No Format: Controlled by program Units: Text Whether the output is just before or just after this station. Field: Point Field is Imported: No Format: Controlled by program Units: Text Index of the stress point for the bridge section. Field: StressMax Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 Maximum stress at this stress point. Field: ComboMax Field is Imported: No Format: Controlled by program Units: Text Combo that controls maximum stress. Field: DSetMax Field is Imported: No Format: Controlled by program Units: Text Demand set that controls maximum stress. Table: Bridge Super Design 03 - AASHTOLRFD07 - CBoxStress Field: BridgeObj Page 1640 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: MaxTop Field is Imported: No Format: Controlled by program Units: Yes/No Does this stress point control maximum stress at top of this bridge section?. Field: MaxBot Field is Imported: No Format: Controlled by program Units: Yes/No Does this stress point control maximum stress at the bottom of this bridge section?. Field: StressMin Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 Minimum stress at this stress point. Field: ComboMin Field is Imported: No Format: Controlled by program Units: Text Combo that controls minimum stress. Field: DSetMin Field is Imported: No Format: Controlled by program Units: Text Demand set that controls minimum stress. Field: MinTop Field is Imported: No Format: Controlled by program Units: Yes/No Does this stress point control minimum stress at top of this bridge section?. Field: MinBot Field is Imported: No Format: Controlled by program Units: Yes/No Does this stress point control minimum stress at bottom of this bridge section?. Table: Bridge Super Design 03 - AASHTOLRFD07 - CBoxStress Field: MaxTop Page 1641 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: TensLimit Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 Tensile stress limit at this stress point. Field: CompLimit Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 Compressive stress limit at this stress point. Table: Bridge Super Design 04 - AASHTOLRFD07 CBoxShear-SectProp Field: DesReqName Field is Imported: No Format: Controlled by program Units: Text The name of a bridge design request. Field: BridgeObj Field is Imported: No Format: Controlled by program Units: Text The name of a bridge object. Field: Station Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length The station of the output section cut. Field: Location Field is Imported: No Format: Controlled by program Units: Text Whether the output is just before or just after this station. Table: Bridge Super Design 04 - AASHTOLRFD07 - CBoxShear-SectProp Field: TensLimit Page 1642 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: FcConc Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 Concrete strength f'c. Field: SqFcConcDes Field is Imported: No Format: Controlled by program Units: Unitless Square root of f'c with limits per 5.8.6.1. Field: SqFcConcUni Field is Imported: No Format: Controlled by program Units: Text Square root of f'c units, ksi or MPa. Field: FyVertRebar Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 Strength of transverse shear rebar. Field: FyLongRebar Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 Strength of longitudinal shear rebar. Field: PhiFactor Field is Imported: No Format: Controlled by program Units: Unitless Resistance factor. Field: LtWtFact Field is Imported: No Format: Controlled by program Units: Unitless Lambda - lightweight concrete strength reduction factor. Table: Bridge Super Design 04 - AASHTOLRFD07 - CBoxShear-SectProp Field: FcConc Page 1643 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: WdthEffV Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length Effective width of shear flow path. Field: ATorsCir Field is Imported: No Format: Area (Section Dimensions section of form) Units: Length2 Area inside torsion circuit. Field: LTorsCir Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length Perimeter of torsion circuit. Table: Bridge Super Design 05 - AASHTOLRFD07 CBoxShear-SectResult Field: DesReqName Field is Imported: No Format: Controlled by program Units: Text The name of a bridge design request. Field: BridgeObj Field is Imported: No Format: Controlled by program Units: Text The name of a bridge object. Field: Station Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length The station of the output section cut. Table: Bridge Super Design 05 - AASHTOLRFD07 - CBoxShear-SectResult Field: WdthEffV Page 1644 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Location Field is Imported: No Format: Controlled by program Units: Text Whether the output is just before or just after this station. Field: Combo Field is Imported: No Format: Controlled by program Units: Text Combo for these values. Field: Step Field is Imported: No Format: Controlled by program Units: Text Step for these values. Field: DSet Field is Imported: No Format: Controlled by program Units: Text Demand set for these values. Field: CtrlDCRatio Field is Imported: No Format: Controlled by program Units: Yes/No Does this combo control the D/C ratio. Field: CtrlAsVperL Field is Imported: No Format: Controlled by program Units: Yes/No Does this combo control the area of transverse shear rebar per unit length (AsVperL). Field: CtrlAsTperL Field is Imported: No Format: Controlled by program Units: Yes/No Does this combo control the area of torsional rebar per unit length (AsTPerL). Table: Bridge Super Design 05 - AASHTOLRFD07 - CBoxShear-SectResult Field: Location Page 1645 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: CtrlAsTLong Field is Imported: No Format: Controlled by program Units: Yes/No Does this combo control the area of longitudial torsional rebar (AsTLong). Field: P Field is Imported: No Format: Force (Forces section of form) Units: Force Demand P for controlling D/C. Field: V2 Field is Imported: No Format: Force (Forces section of form) Units: Force Demand V2 for controlling D/C. Field: V3 Field is Imported: No Format: Force (Forces section of form) Units: Force Demand V3 for controlling D/C. Field: T Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length Demand T for controlling D/C. Field: M2 Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length Demand M2 for controlling D/C. Field: M3 Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length Demand M3 for controlling D/C. Table: Bridge Super Design 05 - AASHTOLRFD07 - CBoxShear-SectResult Field: CtrlAsTLong Page 1646 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: V2WResal Field is Imported: No Format: Force (Forces section of form) Units: Force Demand V2 with resal for controlling D/C. Field: DepthEffV Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length Effective shear depth. Field: StressTens Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 Extreme Tensile Fiber Stress. Field: kFactor Field is Imported: No Format: Controlled by program Units: Unitless K factor (eq. 5.8.6.3). Field: TCrackRes Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length Tcr (eq. 5.8.6.3-2), torsional caracking resistance. Field: TorsEffects Field is Imported: No Format: Controlled by program Units: Text Torsion effects flag. Field: Vc Field is Imported: No Format: Force (Forces section of form) Units: Force Concrete shear resistance (eq. 5.8.6.5-4). Table: Bridge Super Design 05 - AASHTOLRFD07 - CBoxShear-SectResult Field: V2WResal Page 1647 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Vs Field is Imported: No Format: Force (Forces section of form) Units: Force Reinforcement shear resistance (eq. 5.8.6.5-5). Field: Vn Field is Imported: No Format: Force (Forces section of form) Units: Force Nominal concrete shear resistance (eq.5.8.6.5-1 and 5.8.6.5-2). Field: AreaConcV Field is Imported: No Format: Area (Section Dimensions section of form) Units: Length2 Concrete shear area. Field: DCRatio2 Field is Imported: No Format: Controlled by program Units: Unitless Ratio of demand and capacity (eq. 5.8.6.5-2). Field: DCRatio3 Field is Imported: No Format: Controlled by program Units: Unitless Ratio of demand and capacity (eq. 5.8.6.5-3). Field: DCRatioFlag Field is Imported: No Format: Controlled by program Units: Text Controlling flag for ratio of demand and capacity. Field: DCRatio Field is Imported: No Format: Controlled by program Units: Unitless Ratio of demand and capacity. Table: Bridge Super Design 05 - AASHTOLRFD07 - CBoxShear-SectResult Field: Vs Page 1648 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: AsVPerL Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length Area of shear rebar per length. Field: AsTPerL Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length Area of torsional rebar per length. Field: AsTLong Field is Imported: No Format: Area (Section Dimensions section of form) Units: Length2 Area of longitudinal torsional rebar. Field: ResultsFlag Field is Imported: No Format: Controlled by program Units: Text Failure Flag, Pass or Fail. Table: Bridge Super Design 06 - AASHTOLRFD07 CBoxShear-WebProp Field: DesReqName Field is Imported: No Format: Controlled by program Units: Text The name of a bridge design request. Field: BridgeObj Field is Imported: No Format: Controlled by program Units: Text The name of a bridge object. Table: Bridge Super Design 06 - AASHTOLRFD07 - CBoxShear-WebProp Field: AsVPerL Page 1649 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Station Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length The station of the output section cut. Field: Location Field is Imported: No Format: Controlled by program Units: Text Whether the output is just before or just after this station. Field: Web Field is Imported: No Format: Controlled by program Units: Text The web name. Field: WdthHor Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length Gross web Width. Field: Inclination Field is Imported: No Format: Angles (Structure Dimensions section of form) Units: Degrees Angle from vertical. Field: DiamDucts Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length Duct(s) diameter. Field: WdthHorEff Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length Effective web width. Table: Bridge Super Design 06 - AASHTOLRFD07 - CBoxShear-WebProp Field: Station Page 1650 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ThickEff Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length Effective web thickness. Field: DistribFact Field is Imported: No Format: Controlled by program Units: Unitless Load distribution factor. Table: Bridge Super Design 07 - AASHTOLRFD07 CBoxShear-WebResult Field: DesReqName Field is Imported: No Format: Controlled by program Units: Text The name of a bridge design request. Field: BridgeObj Field is Imported: No Format: Controlled by program Units: Text The name of a bridge object. Field: Station Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length The station of the output section cut. Field: Location Field is Imported: No Format: Controlled by program Units: Text Whether the output is just before or just after this station. Table: Bridge Super Design 07 - AASHTOLRFD07 - CBoxShear-WebResult Field: ThickEff Page 1651 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Web Field is Imported: No Format: Controlled by program Units: Text The web name. Field: Combo Field is Imported: No Format: Controlled by program Units: Text Combo for these values. Field: Step Field is Imported: No Format: Controlled by program Units: Text Step for these values. Field: DSet Field is Imported: No Format: Controlled by program Units: Text Demand set for these values. Field: CtrlDCRatio Field is Imported: No Format: Controlled by program Units: Yes/No Does this combo control the D/C ratio. Field: CtrlAsVperL Field is Imported: No Format: Controlled by program Units: Yes/No Does this combo control the area of transverse shear rebar per unit length (AsVperL). Field: CtrlAsTperL Field is Imported: No Format: Controlled by program Units: Yes/No Does this combo control the area of torsional rebar per unit length (AsTPerL). Table: Bridge Super Design 07 - AASHTOLRFD07 - CBoxShear-WebResult Field: Web Page 1652 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Vu Field is Imported: No Format: Force (Forces section of form) Units: Force Design shear. Field: Tu Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length Design torsion. Field: Vc Field is Imported: No Format: Force (Forces section of form) Units: Force Concrete shear resistance (eq. 5.8.6.5-4). Field: Vs Field is Imported: No Format: Force (Forces section of form) Units: Force Reinforcement shear resistance (eq. 5.8.6.5-5). Field: Vn Field is Imported: No Format: Force (Forces section of form) Units: Force Nominal concrete shear resistance (eq.5.8.6.5-1 and 5.8.6.5-2). Field: DCRatio2 Field is Imported: No Format: Controlled by program Units: Unitless Ratio of demand and capacity (eq. 5.8.6.5-2). Field: DCRatio3 Field is Imported: No Format: Controlled by program Units: Unitless Ratio of demand and capacity (eq. 5.8.6.5-3). Table: Bridge Super Design 07 - AASHTOLRFD07 - CBoxShear-WebResult Field: Vu Page 1653 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: DCRatioFlag Field is Imported: No Format: Controlled by program Units: Text Controlling flag for ratio of demand and capacity. Field: DCRatio Field is Imported: No Format: Controlled by program Units: Unitless Ratio of demand and capacity. Field: AsVPerL Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length Area of shear rebar per length. Field: AsTPerL Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length Area of torsional rebar per length. Field: AsVFlag Field is Imported: No Format: Controlled by program Units: Text Controlling flag for area of shear rebar per length, Min = minimum, Calc = determined by demand. Field: AsTFlag Field is Imported: No Format: Controlled by program Units: Text Controlling flag for area of torsional rebar per length, None = not part of circuit, Min = minimum, Calc = determined by demand. Table: Bridge Super Design 07 - AASHTOLRFD07 - CBoxShear-WebResult Field: DCRatioFlag Page 1654 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ResultsFlag Field is Imported: No Format: Controlled by program Units: Text Failure Flag, Pass or Fail. Table: Bridge Super Design 08 - AASHTOLRFD07 - CBoxFlexure Field: DesReqName Field is Imported: No Format: Controlled by program Units: Text The name of a bridge design request. Field: BridgeObj Field is Imported: No Format: Controlled by program Units: Text The name of a bridge object. Field: Station Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length The station of the output section cut. Field: Location Field is Imported: No Format: Controlled by program Units: Text Whether the output is just before or just after this station. Field: ResistPos Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length Positive moment resistance for the bridge section. Table: Bridge Super Design 08 - AASHTOLRFD07 - CBoxFlexure Field: ResultsFlag Page 1655 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: DemandMax Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length Maximum moment demand for the bridge section. Field: ComboMax Field is Imported: No Format: Controlled by program Units: Text Combo that controls maximum moment demand. Field: DSetMax Field is Imported: No Format: Controlled by program Units: Text Demand set that controls maximum moment demand. Field: ResistNeg Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length Negative moment resistance for the bridge section. Field: DemandMin Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length Minimum moment demand for the bridge section. Field: ComboMin Field is Imported: No Format: Controlled by program Units: Text Combo that controls minimum moment demand. Field: DSetMin Field is Imported: No Format: Controlled by program Units: Text Demand set that controls minimum moment demand. Table: Bridge Super Design 08 - AASHTOLRFD07 - CBoxFlexure Field: DemandMax Page 1656 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: PhiFactor Field is Imported: No Format: Controlled by program Units: Unitless Moment resistance factor. Field: LtWtFact Field is Imported: No Format: Controlled by program Units: Unitless Lambda - lightweight concrete strength reduction factor. Field: FcConc Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 Concrete strength f'c. Field: AreaSect Field is Imported: No Format: Area (Section Dimensions section of form) Units: Length2 Area of the bridge section at this station. Field: I33Sect Field is Imported: No Format: Length4 (Section Dimensions section of form) Units: Length4 The section property I33 of the bridge section at this station. Field: I22Sect Field is Imported: No Format: Length4 (Section Dimensions section of form) Units: Length4 The section property I22 of the bridge section at this station. Field: NumWebs Field is Imported: No Format: Controlled by program Units: Unitless Number of webs in the bridge section at this station. Table: Bridge Super Design 08 - AASHTOLRFD07 - CBoxFlexure Field: PhiFactor Page 1657 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: SumWebWdth Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length Sum of web widths. Field: AreaPTTop Field is Imported: No Format: Area (Section Dimensions section of form) Units: Length2 Area of top prestress tendons. Field: AreaPTBot Field is Imported: No Format: Area (Section Dimensions section of form) Units: Length2 Area of bottom prestress tendons. Field: AreaSlabTop Field is Imported: No Format: Area (Section Dimensions section of form) Units: Length2 Area of the top slab for the bridge section at this station. Field: AreaSlabBot Field is Imported: No Format: Area (Section Dimensions section of form) Units: Length2 Area of the bottom slab for the bridge section at this station. Field: WdthSlabTop Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length Width of the top slab for the bridge section at this station. Field: WdthSlabBot Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length Width of the bottom slab for the bridge section at this station. Table: Bridge Super Design 08 - AASHTOLRFD07 - CBoxFlexure Field: SumWebWdth Page 1658 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: EqThSlabTop Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length Equivalent thickness of the top slab for the bridge section at this station. Field: EqThSlabBot Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length Equivalent thickness of the bottom slab for the bridge section at this station. Field: CGFibTop Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length Distance from centroid of section to the topmost point of the bridge section at this station. Field: CGFibBot Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length Distance from centroid of section to the bottommost point of the bridge section at this station. Field: CGPTTop Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length Distance from centroid of section to the centroid of top prestressed tendons. Field: CGPTBot Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length Distance from centroid of section to the centroid of bottom prestressed tendons. Field: CGSlabTop Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length Distance from Centroid of section to centroid of top slab. Table: Bridge Super Design 08 - AASHTOLRFD07 - CBoxFlexure Field: EqThSlabTop Page 1659 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: CGSlabBot Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length Distance from Centroid of section to centroid of bottom slab. Field: EqFpuTop Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 Fpu - specified tensile strength of top prestress tendons (weighted average). Field: EqFpuBot Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 Fpu - specified tensile strength of bottom prestress tendons (weighted average). Field: kFactorTop Field is Imported: No Format: Controlled by program Units: Unitless k - per eq. 5.7.3.1.1-2 top. Field: kFactorBot Field is Imported: No Format: Controlled by program Units: Unitless k - per eq. 5.7.3.1.1-2 bottom. Field: TSectForPos Field is Imported: No Format: Controlled by program Units: Yes/No Is section T section for positive moment?. Field: TSectForNeg Field is Imported: No Format: Controlled by program Units: Yes/No Is section T section for negative moment?. Table: Bridge Super Design 08 - AASHTOLRFD07 - CBoxFlexure Field: CGSlabBot Page 1660 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: CDistForPos Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length c - distance between the neutral axis and the compressive face positive. Field: CDistForNeg Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length c - distance between the neutral axis and the compressive face negative. Field: EqFpsForPos Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 Fps - average stress in the prestressing steel (eq. 5.7.3.1.1-1) positive. Field: EqFpsForNeg Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 Fps - average stress in the prestressing steel (eq. 5.7.3.1.1-2) negative. Table: Bridge Super Design 09 - AASHTOLRFD07 - CBoxPrinc Field: DesReqName Field is Imported: No Format: Controlled by program Units: Text The name of a bridge design request. Field: BridgeObj Field is Imported: No Format: Controlled by program Units: Text The name of a bridge object. Table: Bridge Super Design 09 - AASHTOLRFD07 - CBoxPrinc Field: CDistForPos Page 1661 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Station Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length The station of the output section cut. Field: Location Field is Imported: No Format: Controlled by program Units: Text Whether the output is just before or just after this station. Field: Web Field is Imported: No Format: Controlled by program Units: Text The girder index counted from the left to the right of the bridge section. Field: Point Field is Imported: No Format: Controlled by program Units: Text Index of the stress point for this web. Field: StressMax Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 Maximum stress at this stress point. Field: ComboMax Field is Imported: No Format: Controlled by program Units: Text Combo that controls maximum stress. Field: DSetMax Field is Imported: No Format: Controlled by program Units: Text Demand set that controls maximum stress. Table: Bridge Super Design 09 - AASHTOLRFD07 - CBoxPrinc Field: Station Page 1662 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: MaxWeb Field is Imported: No Format: Controlled by program Units: Yes/No Does this stress point control maximum stress at this web?. Field: StressMin Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 Minimum stress at this stress point. Field: ComboMin Field is Imported: No Format: Controlled by program Units: Text Combo that controls minimum stress. Field: DSetMin Field is Imported: No Format: Controlled by program Units: Text Demand set that controls minimum stress. Field: MinWeb Field is Imported: No Format: Controlled by program Units: Yes/No Does this stress point control minimum stress at this web?. Field: TensLimit Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 Tensile stress limit at this stress point. Field: CompLimit Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 Compressive stress limit at this stress point. Table: Bridge Super Design 09 - AASHTOLRFD07 - CBoxPrinc Field: MaxWeb Page 1663 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Bridge Super Design 10 - JTG-D62-2004 - CBoxStress Field: DesReqName Field is Imported: No Format: Controlled by program Units: Text The name of a bridge design request. Field: BridgeObj Field is Imported: No Format: Controlled by program Units: Text The name of a bridge object. Field: Station Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length The station of the output section cut. Field: Location Field is Imported: No Format: Controlled by program Units: Text Whether the output is just before or just after this station. Field: Point Field is Imported: No Format: Controlled by program Units: Text Index of the stress point for the bridge section. Field: StressMax Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 Maximum stress at this stress point. Table: Bridge Super Design 10 - JTG-D62-2004 - CBoxStress Field: DesReqName Page 1664 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ComboMax Field is Imported: No Format: Controlled by program Units: Text Combo that controls maximum stress. Field: DSetMax Field is Imported: No Format: Controlled by program Units: Text Demand set that controls maximum stress. Field: MaxTop Field is Imported: No Format: Controlled by program Units: Yes/No Does this stress point control maximum stress at top of this bridge section?. Field: MaxBot Field is Imported: No Format: Controlled by program Units: Yes/No Does this stress point control maximum stress at the bottom of this bridge section?. Field: StressMin Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 Minimum stress at this stress point. Field: ComboMin Field is Imported: No Format: Controlled by program Units: Text Combo that controls minimum stress. Field: DSetMin Field is Imported: No Format: Controlled by program Units: Text Demand set that controls minimum stress. Table: Bridge Super Design 10 - JTG-D62-2004 - CBoxStress Field: ComboMax Page 1665 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: MinTop Field is Imported: No Format: Controlled by program Units: Yes/No Does this stress point control minimum stress at top of this bridge section?. Field: MinBot Field is Imported: No Format: Controlled by program Units: Yes/No Does this stress point control minimum stress at bottom of this bridge section?. Field: TensLimit Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 Tensile stress limit at this stress point. Field: CompLimit Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 Compressive stress limit at this stress point. Table: Bridge Super Design 11 - JTG-D62-2004 - CBoxCrkStress Field: DesReqName Field is Imported: No Format: Controlled by program Units: Text The name of a bridge design request. Field: BridgeObj Field is Imported: No Format: Controlled by program Units: Text The name of a bridge object. Table: Bridge Super Design 11 - JTG-D62-2004 - CBoxCrkStress Field: MinTop Page 1666 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Station Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length The station of the output section cut. Field: Location Field is Imported: No Format: Controlled by program Units: Text Whether the output is just before or just after this station. Field: Point Field is Imported: No Format: Controlled by program Units: Text Index of the stress point for the bridge section. Field: StressMax Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 Maximum stress at this stress point. Field: ComboMax Field is Imported: No Format: Controlled by program Units: Text Combo that controls maximum stress. Field: DSetMax Field is Imported: No Format: Controlled by program Units: Text Demand set that controls maximum stress. Field: MaxTop Field is Imported: No Format: Controlled by program Units: Yes/No Does this stress point control maximum stress at top of this bridge section?. Table: Bridge Super Design 11 - JTG-D62-2004 - CBoxCrkStress Field: Station Page 1667 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: MaxBot Field is Imported: No Format: Controlled by program Units: Yes/No Does this stress point control maximum stress at the bottom of this bridge section?. Field: TensLimit Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 Tensile stress limit at this stress point. Table: Bridge Super Design 12 - JTG-D62-2004 - CBoxFlexure Field: DesReqName Field is Imported: No Format: Controlled by program Units: Text The name of a bridge design request. Field: BridgeObj Field is Imported: No Format: Controlled by program Units: Text The name of a bridge object. Field: Station Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length The station of the output section cut. Field: Location Field is Imported: No Format: Controlled by program Units: Text Whether the output is just before or just after this station. Table: Bridge Super Design 12 - JTG-D62-2004 - CBoxFlexure Field: MaxBot Page 1668 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ResistPos Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length Positive moment resistance for the bridge section. Field: DemandMax Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length Maximum moment demand for the bridge section. Field: ComboMax Field is Imported: No Format: Controlled by program Units: Text Combo that controls maximum moment demand. Field: DSetMax Field is Imported: No Format: Controlled by program Units: Text Demand set that controls maximum moment demand. Field: ResistNeg Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length Negative moment resistance for the bridge section. Field: DemandMin Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length Minimum moment demand for the bridge section. Field: ComboMin Field is Imported: No Format: Controlled by program Units: Text Combo that controls minimum moment demand. Table: Bridge Super Design 12 - JTG-D62-2004 - CBoxFlexure Field: ResistPos Page 1669 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: DSetMin Field is Imported: No Format: Controlled by program Units: Text Demand set that controls minimum moment demand. Field: PhiFactor Field is Imported: No Format: Controlled by program Units: Unitless Moment resistance factor. Field: FcdConc Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 . Field: NumWebs Field is Imported: No Format: Controlled by program Units: Unitless Number of webs in the bridge section at this station. Field: SumWebWdth Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length Sum of web widths. Field: AreaPTTop Field is Imported: No Format: Area (Section Dimensions section of form) Units: Length2 Area of top prestress tendons. Field: AreaPTBot Field is Imported: No Format: Area (Section Dimensions section of form) Units: Length2 Area of bottom prestress tendons. Table: Bridge Super Design 12 - JTG-D62-2004 - CBoxFlexure Field: DSetMin Page 1670 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: AreaSlabTop Field is Imported: No Format: Area (Section Dimensions section of form) Units: Length2 Area of the top slab for the bridge section at this station. Field: AreaSlabBot Field is Imported: No Format: Area (Section Dimensions section of form) Units: Length2 Area of the bottom slab for the bridge section at this station. Field: WdthSlabTop Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length Width of the top slab for the bridge section at this station. Field: WdthSlabBot Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length Width of the bottom slab for the bridge section at this station. Field: EqThSlabTop Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length Equivalent thickness of the top slab for the bridge section at this station. Field: EqThSlabBot Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length Equivalent thickness of the bottom slab for the bridge section at this station. Field: CGFibTop Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length Distance from centroid of section to the topmost point of the bridge section at this station. Table: Bridge Super Design 12 - JTG-D62-2004 - CBoxFlexure Field: AreaSlabTop Page 1671 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: CGFibBot Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length Distance from centroid of section to the bottommost point of the bridge section at this station. Field: CGPTTop Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length Distance from centroid of section to the centroid of top prestressed tendons. Field: CGPTBot Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length Distance from centroid of section to the centroid of bottom prestressed tendons. Field: CGSlabTop Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length Distance from Centroid of section to centroid of top slab. Field: CGSlabBot Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length Distance from Centroid of section to centroid of bottom slab. Field: EqFpuTop Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 Fpu - specified tensile strength of top prestress tendons (weighted average). Field: EqFpuBot Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 Fpu - specified tensile strength of bottom prestress tendons (weighted average). Table: Bridge Super Design 12 - JTG-D62-2004 - CBoxFlexure Field: CGFibBot Page 1672 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: FactorXib Field is Imported: No Format: Controlled by program Units: Unitless Factor Xi_b per table 5.2.1 (limiting depth of compession zone). Field: TSectForPos Field is Imported: No Format: Controlled by program Units: Yes/No . Field: TSectForNeg Field is Imported: No Format: Controlled by program Units: Yes/No . Field: XCompForPos Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length x - depth of compression zone positive. Field: XCompForNeg Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length x - depth of compression zone negative. Table: Bridge Super Design 13 - JTG-D62-2004 - CBoxShear-SectProp Field: DesReqName Field is Imported: No Format: Controlled by program Units: Text The name of a bridge design request. Table: Bridge Super Design 13 - JTG-D62-2004 - CBoxShear-SectProp Field: FactorXib Page 1673 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: BridgeObj Field is Imported: No Format: Controlled by program Units: Text The name of a bridge object. Field: Station Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length The station of the output section cut. Field: Location Field is Imported: No Format: Controlled by program Units: Text Whether the output is just before or just after this station. Field: FcukConc Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 Concrete grade. Field: FcdConc Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 Design concrete compression strength. Field: FtdConc Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 Design concrete tendion strength. Field: FyVertRebar Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 Strength of transverse shear rebar. Table: Bridge Super Design 13 - JTG-D62-2004 - CBoxShear-SectProp Field: BridgeObj Page 1674 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: FyLongRebar Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 Strength of longitudinal shear rebar. Field: Gamma0 Field is Imported: No Format: Controlled by program Units: Unitless Gamma0 factor. Field: Alpha1 Field is Imported: No Format: Controlled by program Units: Unitless Alpha1 factor. Field: Alpha2 Field is Imported: No Format: Controlled by program Units: Unitless Alpha2 factor. Field: Alpha3 Field is Imported: No Format: Controlled by program Units: Unitless Alpha3 factor. Field: Zeta Field is Imported: No Format: Controlled by program Units: Unitless Zeta factor. Field: Ppercent Field is Imported: No Format: Controlled by program Units: Percent P as percentage. Table: Bridge Super Design 13 - JTG-D62-2004 - CBoxShear-SectProp Field: FyLongRebar Page 1675 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: 13 Field is Imported: No Format: Area (Section Dimensions section of form) Units: Length2 Area inside torsion circuit. Field: LTorsCir Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length Perimeter of torsion circuit. Field: tMinTorsCir Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length Minimum thickness of torsion circuit. Field: WTorsCir Field is Imported: No Format: Length3 (Section Dimensions section of form) Units: Length3 Plastic torsion modulus. Field: BetaACalc Field is Imported: No Format: Controlled by program Units: Unitless Beta_a calculated. Field: BetaADesign Field is Imported: No Format: Controlled by program Units: Unitless Beta_a used for design, set to zero if less than 0.4. Field: Height Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length Vertical section height. Table: Bridge Super Design 13 - JTG-D62-2004 - CBoxShear-SectProp Field: 13 Page 1676 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: AreaNp0 Field is Imported: No Format: Area (Section Dimensions section of form) Units: Length2 Total concrete area A0 for use with Np0. Field: ATConcLong Field is Imported: No Format: Area (Section Dimensions section of form) Units: Length2 Area of concrete on torsion circuit for rTRebarLong. Table: Bridge Super Design 14 - JTG-D62-2004 - CBoxShear-SectResult Field: DesReqName Field is Imported: No Format: Controlled by program Units: Text The name of a bridge design request. Field: BridgeObj Field is Imported: No Format: Controlled by program Units: Text The name of a bridge object. Field: Station Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length The station of the output section cut. Field: Location Field is Imported: No Format: Controlled by program Units: Text Whether the output is just before or just after this station. Table: Bridge Super Design 14 - JTG-D62-2004 - CBoxShear-SectResult Field: AreaNp0 Page 1677 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Combo Field is Imported: No Format: Controlled by program Units: Text Combo for these values. Field: Step Field is Imported: No Format: Controlled by program Units: Text Step for these values. Field: DSet Field is Imported: No Format: Controlled by program Units: Text Demand set for these values. Field: CtrlDCRatio Field is Imported: No Format: Controlled by program Units: Yes/No Does this combo control the D/C ratio. Field: CtrlAsVperL Field is Imported: No Format: Controlled by program Units: Yes/No Does this combo control the area of transverse shear rebar per unit length (AsVperL). Field: CtrlAsTperL Field is Imported: No Format: Controlled by program Units: Yes/No Does this combo control the area of torsional rebar per unit length (AsTPerL). Field: CtrlAsTLong Field is Imported: No Format: Controlled by program Units: Yes/No Does this combo control the area of longitudial torsional rebar (AsTLong). Table: Bridge Super Design 14 - JTG-D62-2004 - CBoxShear-SectResult Field: Combo Page 1678 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Pd Field is Imported: No Format: Force (Forces section of form) Units: Force Demand P for controlling D/C. Field: V2d Field is Imported: No Format: Force (Forces section of form) Units: Force Demand V2 for controlling D/C. Field: V3d Field is Imported: No Format: Force (Forces section of form) Units: Force Demand V3 for controlling D/C. Field: Td Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length Demand T for controlling D/C. Field: M2d Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length Demand M2 for controlling D/C. Field: M3d Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length Demand Ms for controlling D/C. Field: V2dWResal Field is Imported: No Format: Force (Forces section of form) Units: Force Demand V2 with resal for controlling D/C. Table: Bridge Super Design 14 - JTG-D62-2004 - CBoxShear-SectResult Field: Pd Page 1679 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: HeightEff Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length Effective vertical section height from centroid of tension tendons. Field: BetaT Field is Imported: No Format: Controlled by program Units: Unitless Beta_t. Field: Np0 Field is Imported: No Format: Force (Forces section of form) Units: Force Tendon force Np0. Field: Ep0 Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length Eccentricity of tendon force Np0. Field: Zeta Field is Imported: No Format: Controlled by program Units: Unitless Zeta factor. Field: DCRatio Field is Imported: No Format: Controlled by program Units: Unitless Ratio of demand and capacity. Field: AsVPerL Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length Area of shear rebar per length. Table: Bridge Super Design 14 - JTG-D62-2004 - CBoxShear-SectResult Field: HeightEff Page 1680 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: AsTPerL Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length Area of torsional rebar per length. Field: AsTLong Field is Imported: No Format: Area (Section Dimensions section of form) Units: Length2 Area of longitudinal torsional rebar. Field: rsTLong Field is Imported: No Format: Controlled by program Units: Unitless Area ratio of longitudinal torsional rebar. Field: AsTLongFlag Field is Imported: No Format: Controlled by program Units: Text Controling flag for Area of longitudinal torsional rebar, Min = minimum, Calc = determined by demand. Field: ResultsFlag Field is Imported: No Format: Controlled by program Units: Text Failure Flag, Pass or Fail. Table: Bridge Super Design 15 - JTG-D62-2004 - CBoxShear-WebProp Field: DesReqName Field is Imported: No Format: Controlled by program Units: Text The name of a bridge design request. Table: Bridge Super Design 15 - JTG-D62-2004 - CBoxShear-WebProp Field: AsTPerL Page 1681 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: BridgeObj Field is Imported: No Format: Controlled by program Units: Text The name of a bridge object. Field: Station Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length The station of the output section cut. Field: Location Field is Imported: No Format: Controlled by program Units: Text Whether the output is just before or just after this station. Field: Web Field is Imported: No Format: Controlled by program Units: Text The web name. Field: WdthHor Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length Effective web width. Field: Inclination Field is Imported: No Format: Angles (Structure Dimensions section of form) Units: Degrees Angle from vertical. Field: Thickness Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length Web thickness. Table: Bridge Super Design 15 - JTG-D62-2004 - CBoxShear-WebProp Field: BridgeObj Page 1682 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: DistribFact Field is Imported: No Format: Controlled by program Units: Unitless Load distribution factor. Table: Bridge Super Design 16 - JTG-D62-2004 - CBoxShear-WebResult Field: DesReqName Field is Imported: No Format: Controlled by program Units: Text The name of a bridge design request. Field: BridgeObj Field is Imported: No Format: Controlled by program Units: Text The name of a bridge object. Field: Station Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length The station of the output section cut. Field: Location Field is Imported: No Format: Controlled by program Units: Text Whether the output is just before or just after this station. Field: Web Field is Imported: No Format: Controlled by program Units: Text The girder index counted from the left to the right of the bridge section. Table: Bridge Super Design 16 - JTG-D62-2004 - CBoxShear-WebResult Field: DistribFact Page 1683 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Combo Field is Imported: No Format: Controlled by program Units: Text Combo for these values. Field: Step Field is Imported: No Format: Controlled by program Units: Text Step for these values. Field: DSet Field is Imported: No Format: Controlled by program Units: Text Demand set for these values. Field: CtrlDCRatio Field is Imported: No Format: Controlled by program Units: Yes/No Does this combo control the D/C ratio. Field: CtrlAsVperL Field is Imported: No Format: Controlled by program Units: Yes/No Does this combo control the area of transverse shear rebar per unit length (AsVperL). Field: CtrlAsTperL Field is Imported: No Format: Controlled by program Units: Yes/No Does this combo control the area of torsional rebar per unit length (AsTPerL). Field: Vd Field is Imported: No Format: Force (Forces section of form) Units: Force Design shear. Table: Bridge Super Design 16 - JTG-D62-2004 - CBoxShear-WebResult Field: Combo Page 1684 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Td Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length Design torsion. Field: DCRatio Field is Imported: No Format: Controlled by program Units: Unitless Ratio of demand and capacity. Field: AsVPerL Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length Area of shear rebar per length. Field: AsTPerL Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length Area of torsional rebar per length. Field: AsPerL Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length Area of total stirrup rebar per length. Field: rsVPerL Field is Imported: No Format: Controlled by program Units: Unitless Area ratio of shear rebar. Field: rsTPerL Field is Imported: No Format: Controlled by program Units: Unitless Area ratio of torsional rebar. Table: Bridge Super Design 16 - JTG-D62-2004 - CBoxShear-WebResult Field: Td Page 1685 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: rsPerL Field is Imported: No Format: Controlled by program Units: Unitless Area ratio of total stirrup rebar. Field: AsVFlag Field is Imported: No Format: Controlled by program Units: Text Controlling flag for area of shear rebar per length, Min = minimum, Calc = determined by demand. Field: AsTFlag Field is Imported: No Format: Controlled by program Units: Text Controlling flag for area of torsional rebar per length, None = not part of circuit, Min = minimum, Calc = determined by demand. Field: ResultsFlag Field is Imported: No Format: Controlled by program Units: Text Failure Flag, Pass or Fail. Table: Bridge Super Design 17 - JTG-D62-2004 - CBoxPrinc Field: DesReqName Field is Imported: No Format: Controlled by program Units: Text The name of a bridge design request. Field: BridgeObj Field is Imported: No Format: Controlled by program Units: Text The name of a bridge object. Table: Bridge Super Design 17 - JTG-D62-2004 - CBoxPrinc Field: rsPerL Page 1686 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Station Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length The station of the output section cut. Field: Location Field is Imported: No Format: Controlled by program Units: Text Whether the output is just before or just after this station. Field: Web Field is Imported: No Format: Controlled by program Units: Text The girder index counted from the left to the right of the bridge section. Field: Point Field is Imported: No Format: Controlled by program Units: Text Index of the stress point for this web. Field: StressMax Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 Maximum stress at this stress point. Field: ComboMax Field is Imported: No Format: Controlled by program Units: Text Combo that controls maximum stress. Field: DSetMax Field is Imported: No Format: Controlled by program Units: Text Demand set that controls maximum stress. Table: Bridge Super Design 17 - JTG-D62-2004 - CBoxPrinc Field: Station Page 1687 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: MaxWeb Field is Imported: No Format: Controlled by program Units: Yes/No Does this stress point control maximum stress at this web?. Field: StressMin Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 Minimum stress at this stress point. Field: ComboMin Field is Imported: No Format: Controlled by program Units: Text Combo that controls minimum stress. Field: DSetMin Field is Imported: No Format: Controlled by program Units: Text Demand set that controls minimum stress. Field: MinWeb Field is Imported: No Format: Controlled by program Units: Yes/No Does this stress point control minimum stress at this web?. Field: TensLimit Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 Tensile stress limit at this stress point. Field: CompLimit Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 Compressive stress limit at this stress point. Table: Bridge Super Design 17 - JTG-D62-2004 - CBoxPrinc Field: MaxWeb Page 1688 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Bridge Super Design 18 - JTG-D62-2004 - CBoxCrkPrinc Field: DesReqName Field is Imported: No Format: Controlled by program Units: Text The name of a bridge design request. Field: BridgeObj Field is Imported: No Format: Controlled by program Units: Text The name of a bridge object. Field: Station Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length The station of the output section cut. Field: Location Field is Imported: No Format: Controlled by program Units: Text Whether the output is just before or just after this station. Field: Web Field is Imported: No Format: Controlled by program Units: Text The girder index counted from the left to the right of the bridge section. Field: Point Field is Imported: No Format: Controlled by program Units: Text Index of the stress point for this web. Table: Bridge Super Design 18 - JTG-D62-2004 - CBoxCrkPrinc Field: DesReqName Page 1689 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: StressMax Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 Maximum stress at this stress point. Field: ComboMax Field is Imported: No Format: Controlled by program Units: Text Combo that controls maximum stress. Field: DSetMax Field is Imported: No Format: Controlled by program Units: Text Demand set that controls maximum stress. Field: MaxWeb Field is Imported: No Format: Controlled by program Units: Yes/No Does this stress point control maximum stress at this web?. Field: TensLimit Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 Tensile stress limit at this stress point. Table: Bridge Super Design 19 - AASHTOLRFD07 - PCCompStress Field: DesReqName Field is Imported: No Format: Controlled by program Units: Text The name of a bridge design request. Table: Bridge Super Design 19 - AASHTOLRFD07 - PCCompStress Field: StressMax Page 1690 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: BridgeObj Field is Imported: No Format: Controlled by program Units: Text The name of a bridge object. Field: Station Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length The station of the output section cut. Field: Location Field is Imported: No Format: Controlled by program Units: Text Whether the output is just before or just after this station. Field: Girder Field is Imported: No Format: Controlled by program Units: Text The girder name. Field: GirderPart Field is Imported: No Format: Controlled by program Units: Text Slab or Beam. Field: Point Field is Imported: No Format: Controlled by program Units: Text Index of the stress point for this GirderPart. Field: LLDF Field is Imported: No Format: Controlled by program Units: Unitless Live load distribution factor for moment. Table: Bridge Super Design 19 - AASHTOLRFD07 - PCCompStress Field: BridgeObj Page 1691 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: StressMax Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 Maximum stress at this stress point. Field: ComboMax Field is Imported: No Format: Controlled by program Units: Text Combo that controls maximum stress. Field: DSetMax Field is Imported: No Format: Controlled by program Units: Text Demand set that controls maximum stress. Field: MaxTop Field is Imported: No Format: Controlled by program Units: Yes/No Does this stress point control maximum stress at top of this bridge section?. Field: MaxBot Field is Imported: No Format: Controlled by program Units: Yes/No Does this stress point control maximum stress at the bottom of this bridge section?. Field: StressMin Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 Minimum stress at this stress point. Field: ComboMin Field is Imported: No Format: Controlled by program Units: Text Combo that controls minimum stress. Table: Bridge Super Design 19 - AASHTOLRFD07 - PCCompStress Field: StressMax Page 1692 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: DSetMin Field is Imported: No Format: Controlled by program Units: Text Demand set that controls minimum stress. Field: MinTop Field is Imported: No Format: Controlled by program Units: Yes/No Does this stress point control minimum stress at top of this bridge section?. Field: MinBot Field is Imported: No Format: Controlled by program Units: Yes/No Does this stress point control minimum stress at bottom of this bridge section?. Field: TensLimit Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 Tensile stress limit at this stress point. Field: CompLimit Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 Compressive stress limit at this stress point. Table: Bridge Super Design 20 - AASHTOLRFD07 - PCCompShear-Prop Field: DesReqName Field is Imported: No Format: Controlled by program Units: Text The name of a bridge design request. Table: Bridge Super Design 20 - AASHTOLRFD07 - PCCompShear-Prop Field: DSetMin Page 1693 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: BridgeObj Field is Imported: No Format: Controlled by program Units: Text The name of a bridge object. Field: Station Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length The station of the output section cut. Field: Location Field is Imported: No Format: Controlled by program Units: Text Whether the output is just before or just after this station. Field: Girder Field is Imported: No Format: Controlled by program Units: Text The girder name. Field: FyVertRebar Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 Strength of transverse shear rebar. Field: FyLongRebar Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 Strength of longitudinal shear rebar. Field: EsLongRebar Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 Modulus of elasticity of longitudinal rebar. Table: Bridge Super Design 20 - AASHTOLRFD07 - PCCompShear-Prop Field: BridgeObj Page 1694 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: LLDistFactV Field is Imported: No Format: Controlled by program Units: Unitless Live load distribution factor for shear. Field: LLDistFactM Field is Imported: No Format: Controlled by program Units: Unitless Live load distribution factor for moment. Field: LLDistFact Field is Imported: No Format: Controlled by program Units: Unitless Distribution factor applied to entire section Nu and Vp to obtain girder Nu and Vp. Table: Bridge Super Design 21 - AASHTOLRFD07 PCCompShear-Result Field: DesReqName Field is Imported: No Format: Controlled by program Units: Text The name of a bridge design request. Field: BridgeObj Field is Imported: No Format: Controlled by program Units: Text The name of a bridge object. Field: Station Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length The station of the output section cut. Table: Bridge Super Design 21 - AASHTOLRFD07 - PCCompShear-Result Field: LLDistFactV Page 1695 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Location Field is Imported: No Format: Controlled by program Units: Text Whether the output is just before or just after this station. Field: Girder Field is Imported: No Format: Controlled by program Units: Text The girder name. Field: Combo Field is Imported: No Format: Controlled by program Units: Text Combo for these values. Field: Step Field is Imported: No Format: Controlled by program Units: Text Step for these values. Field: DSet Field is Imported: No Format: Controlled by program Units: Text Demand set for these values. Field: CtrlDCRatio Field is Imported: No Format: Controlled by program Units: Yes/No Does this combo control the D/C ratio. Field: CtrlAsVperL Field is Imported: No Format: Controlled by program Units: Yes/No Does this combo control the area of transverse shear rebar per unit length (AsVperL). Table: Bridge Super Design 21 - AASHTOLRFD07 - PCCompShear-Result Field: Location Page 1696 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: CtrlAsLBeam Field is Imported: No Format: Controlled by program Units: Yes/No Does this combo control the area of longitudinal rebar in the beam bottom flange. Field: CtrlAsLSlab Field is Imported: No Format: Controlled by program Units: Yes/No Does this combo control the area of longitudinal rebar in the composite slab. Field: Vu Field is Imported: No Format: Force (Forces section of form) Units: Force Factored shear force. Field: Nu Field is Imported: No Format: Force (Forces section of form) Units: Force Factored axial force (positive if tensile). Field: Mu Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length Factored moment. Field: Vp Field is Imported: No Format: Force (Forces section of form) Units: Force Component in the direction of the applied shear of the effective prestressing force. If same sign as Vu then the component is resisting the applied shear. Table: Bridge Super Design 21 - AASHTOLRFD07 - PCCompShear-Result Field: CtrlAsLBeam Page 1697 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: DepthEff Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length Effective depth from extreme compression fiber to the centroid of the tensile force in the tensile reinforcement. Field: DepthEffV Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length Effective shear depth. Field: AreaPTLong Field is Imported: No Format: Area (Section Dimensions section of form) Units: Length2 Area of longitudinal prestressed tendons on the tension flexural side of girder. Field: Fpu Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 Specified tensile strength of prestressed tendons. Field: Ept Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 Modulus of elasticity of prestressing tendons. Field: AreaConc Field is Imported: No Format: Area (Section Dimensions section of form) Units: Length2 Area of concrete on the flexural tension side of the member. (Figure 5.8.3.4.2-1). Field: Ec Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 Modulus of elasticity of beam concrete. Table: Bridge Super Design 21 - AASHTOLRFD07 - PCCompShear-Result Field: DepthEff Page 1698 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: DCRatio Field is Imported: No Format: Controlled by program Units: Unitless Ratio of demand and capacity. Field: FailureFlag Field is Imported: No Format: Controlled by program Units: Text Pass or Fail. Field: EpsilonS Field is Imported: No Format: Controlled by program Units: Unitless Strain in nonprestressed longitudinal tension reinforcement. per eq. 5.8.3.4.2-4. Field: BetaFact Field is Imported: No Format: Controlled by program Units: Unitless Factor indicating ability of diagonally cracked concrete to transmit tension and shear per 5.8.3.4.2-2. Field: ThetaAng Field is Imported: No Format: Angles (Structure Dimensions section of form) Units: Degrees Angle of inclination of diagonal compressive stresses per 5.8.3.4.2-3. Field: Vc Field is Imported: No Format: Force (Forces section of form) Units: Force Concrete shear resistance (eq. 5.8.6.5-4). Field: Vs Field is Imported: No Format: Force (Forces section of form) Units: Force Transverse reinforcement shear resistance (eq. 5.8.6.5-5). Table: Bridge Super Design 21 - AASHTOLRFD07 - PCCompShear-Result Field: DCRatio Page 1699 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: AsVPerL Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length Area of transverse shear reinforcement per unit length. Field: AsVFlag Field is Imported: No Format: Controlled by program Units: Yes/No Controlling flag for AsVPerL. Field: AsSlabLong Field is Imported: No Format: Area (Section Dimensions section of form) Units: Length2 Area of longitudinal reinforcement in composite slab. Field: AsBeamLong Field is Imported: No Format: Area (Section Dimensions section of form) Units: Length2 Area of longitudinal reinforcement in beam bottom flange. Table: Bridge Super Design 22 - AASHTOLRFD07 - PCCompFlexure Field: DesReqName Field is Imported: No Format: Controlled by program Units: Text The name of a bridge design request. Field: BridgeObj Field is Imported: No Format: Controlled by program Units: Text The name of a bridge object. Table: Bridge Super Design 22 - AASHTOLRFD07 - PCCompFlexure Field: AsVPerL Page 1700 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Station Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length The station of the output section cut. Field: Location Field is Imported: No Format: Controlled by program Units: Text Whether the output is just before or just after this station. Field: Girder Field is Imported: No Format: Controlled by program Units: Text The girder name. Field: ResistPos Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length Positive moment resistance for the girder. Field: DemandMax Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length Maximum moment demand for the girder. Field: ComboMax Field is Imported: No Format: Controlled by program Units: Text Combo that controls maximum moment demand. Field: DSetMax Field is Imported: No Format: Controlled by program Units: Text Demand set that controls maximum moment demand. Table: Bridge Super Design 22 - AASHTOLRFD07 - PCCompFlexure Field: Station Page 1701 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ResistNeg Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length Negative moment resistance for the girder. Field: DemandMin Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length Minimun moment demand for the girder. Field: ComboMin Field is Imported: No Format: Controlled by program Units: Text Combo that controls minimum moment demand. Field: DSetMin Field is Imported: No Format: Controlled by program Units: Text Demand set that controls minimum moment demand. Field: PhiFactor Field is Imported: No Format: Controlled by program Units: Unitless Moment resistance factor. Field: AreaPTTop Field is Imported: No Format: Area (Section Dimensions section of form) Units: Length2 Area of top prestress tendons. Field: AreaPTBot Field is Imported: No Format: Area (Section Dimensions section of form) Units: Length2 Area of bottom prestress tendons. Table: Bridge Super Design 22 - AASHTOLRFD07 - PCCompFlexure Field: ResistNeg Page 1702 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: CGPTTop Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length Distance from centroid of section to the centroid of top prestressed tendons. Field: CGPTBot Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length Distance from centroid of section to the centroid of bottom prestressed tendons. Field: AreaSlabTri Field is Imported: No Format: Area (Section Dimensions section of form) Units: Length2 Tributary area of the composite slab. Field: ThSlab Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length Thickness of the composite slab. Field: WdthSlabEff Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length Effective width of the composite slab. Field: ThBeamTop Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length Thickness of the beam top flange. Field: WdthBeamTop Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length Width of the beam top flange. Table: Bridge Super Design 22 - AASHTOLRFD07 - PCCompFlexure Field: CGPTTop Page 1703 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: WdthBeamWeb Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length Width of the beam web. Field: ThBeamBot Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length Thickness of the beam bottom flange. Field: WdthBeamBot Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length Width of the beam bottom flange. Field: DepthGirder Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length Depth of the composite girder. Field: CGFibTop Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length Distance from centroid of section to the topmost point of the bridge section at this station. Field: CGFibBot Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length Distance from centroid of section to the bottommost point of the bridge section at this station. Field: EqFpuTop Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 Fpu - specified tensile strength of top prestress tendons (weighted average). Table: Bridge Super Design 22 - AASHTOLRFD07 - PCCompFlexure Field: WdthBeamWeb Page 1704 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: EqFpuBot Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 Fpu - specified tensile strength of bottom prestress tendons (weighted average). Field: kFactorTop Field is Imported: No Format: Controlled by program Units: Unitless k - per eq. 5.7.3.1.1-2 top. Field: kFactorBot Field is Imported: No Format: Controlled by program Units: Unitless k - per eq. 5.7.3.1.1-2 bottom. Field: FcConcSlab Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 Concrete strength f'c of the slab. Field: FcConcBeam Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 Concrete strength f'c of the beam. Field: FcConcAvg Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 Concrete strength f'c of the compression block. Field: TSectForPos Field is Imported: No Format: Controlled by program Units: Yes/No Is section T section for positive moment?. Table: Bridge Super Design 22 - AASHTOLRFD07 - PCCompFlexure Field: EqFpuBot Page 1705 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: TSectForNeg Field is Imported: No Format: Controlled by program Units: Yes/No Is section T section for negative moment?. Field: BlockFactor Field is Imported: No Format: Controlled by program Units: Unitless Stress block factor beta per 5.7.2.2 - average. Field: CDistForPos Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length c - distance between the neutral axis and the compressive face positive. Field: CDistForNeg Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length c - distance between the neutral axis and the compressive face negative. Field: ADistForPos Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length a - Compression block depth positive. Field: ADistForNeg Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length a - Compression block depth negative. Field: CompBlockPos Field is Imported: No Format: Controlled by program Units: Text Extend of a compression block for positive moment. Table: Bridge Super Design 22 - AASHTOLRFD07 - PCCompFlexure Field: TSectForNeg Page 1706 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: CompBlockNeg Field is Imported: No Format: Controlled by program Units: Text Extend of a compression block for negative moment. Field: EqFpsForPos Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 Fps - average stress in the prestressing steel (eq. 5.7.3.1.1-1) positive. Field: EqFpsForNeg Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 Fps - average stress in the prestressing steel (eq. 5.7.3.1.1-2) negative. Table: Cold Formed Design 1 - Summary Data - AISI-ASD96 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Table: Cold Formed Design 1 - Summary Data - AISI-ASD96 Field: CompBlockNeg Page 1707 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'Overstressed', 'See ErrMsg', 'See WarnMsg', 'See ErrMsg and WarnMsg', or 'Overstressed and See WarnMsg' indicating the design status. Field: Ratio Field is Imported: No Format: Controlled by program Units: Unitless The controlling stress ratio at the specified location. Field: RatioType Field is Imported: No Format: Controlled by program Units: Text This is either PMM, Major Shear, Minor Shear, or Other indicating the origin of the reported TotalRatio. Field: Combo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the stress ratio is reported. Field: Location Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Table: Cold Formed Design 1 - Summary Data - AISI-ASD96 Field: Status Page 1708 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Cold Formed Design 1 - Summary Data - AISI-LRFD96 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'Overstressed', 'See ErrMsg', 'See WarnMsg', 'See ErrMsg and WarnMsg', or 'Overstressed and See WarnMsg' indicating the design status. Field: Ratio Field is Imported: No Format: Controlled by program Units: Unitless The controlling stress ratio at the specified location. Table: Cold Formed Design 1 - Summary Data - AISI-LRFD96 Field: WarnMsg Page 1709 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: RatioType Field is Imported: No Format: Controlled by program Units: Text This is either PMM, Major Shear, Minor Shear, or Other indicating the origin of the reported TotalRatio. Field: Combo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the stress ratio is reported. Field: Location Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Cold Formed Design 2 - PMM Details - AISI-ASD96 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Table: Cold Formed Design 2 - PMM Details - AISI-ASD96 Field: RatioType Page 1710 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'Overstressed', 'See ErrMsg', 'See WarnMsg', 'See ErrMsg and WarnMsg', or 'Overstressed and See WarnMsg' indicating the design status. Field: Combo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the PMM details are reported. Field: Location Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: P Field is Imported: No Format: Force (Forces section of form) Units: Force The axial load for the specified combo. Table: Cold Formed Design 2 - PMM Details - AISI-ASD96 Field: DesignSect Page 1711 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: MMajor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The major bending moment for the specified combo. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: MMinor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The minor bending moment for the specified combo. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: VMajor Field is Imported: No Format: Force (Forces section of form) Units: Force The major shear for the specified combo. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: VMinor Field is Imported: No Format: Force (Forces section of form) Units: Force The minor shear for the specified combo. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Cold Formed Design 2 - PMM Details - AISI-ASD96 Field: MMajor Page 1712 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Torsion Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The torsion (about the local 1-axis) for the specified combo. This item is reported for information only. It is not used in the design. Field: Equation Field is Imported: No Format: Controlled by program Units: Text The equation used to obtain the reported ratios. Field: TotalRatio Field is Imported: No Format: Controlled by program Units: Unitless The total PMM stress ratio. This ratio is the sum of the axial, major moment and minor moment stress ratio components. Field: PRatio Field is Imported: No Format: Controlled by program Units: Unitless The axial component of the total PMM stress ratio. The total PMM stress ratio consists of the sum of the axial, major moment and minor moment components. Field: MMajRatio Field is Imported: No Format: Controlled by program Units: Unitless The major moment component of the total PMM stress ratio. The total PMM stress ratio consists of the sum of the axial, major moment and minor moment components. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Table: Cold Formed Design 2 - PMM Details - AISI-ASD96 Field: Torsion Page 1713 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: MMinRatio Field is Imported: No Format: Controlled by program Units: Unitless The minor moment component of the total PMM stress ratio. The total PMM stress ratio consists of the sum of the axial, major moment and minor moment components. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: SRLimit Field is Imported: No Format: Controlled by program Units: Unitless The stress ratio limit as specified in the preferences. Stress ratios that are less than or equal to this value are considered acceptable. Field: PDsgn Field is Imported: No Format: Force (Forces section of form) Units: Force The design axial force. Field: Pn Field is Imported: No Format: Force (Forces section of form) Units: Force The nominal axial compressive strength (AISI C4). Field: Pn0 Field is Imported: No Format: Force (Forces section of form) Units: Force The nominal axial compressive strength determined in accordance with section AISI C4 assuming Fn = Fy (AISI 5.2.1). Field: Tn Field is Imported: No Format: Force (Forces section of form) Units: Force The nominal axial tensile strength (AISI C2). Table: Cold Formed Design 2 - PMM Details - AISI-ASD96 Field: MMinRatio Page 1714 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: OmegaC Field is Imported: No Format: Controlled by program Units: Unitless The factor of safety for axial compression (AISI C4, 5.2). Field: OmegaT Field is Imported: No Format: Controlled by program Units: Unitless The factor of safety for axial tension (AISI C2, 5.1). Field: MMajDsgn Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The design major moment. This moment includes applicable amplification factors, if any. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: MnMajor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The controlling nominal flexural strength about major axis (AISI C3). For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: MnYieldMaj Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The nominal flexural strength about major axis based on reduced cross-section and initiation of yielding (AISI C3.1.1), excluding the provision of lateral-torsional buckling (AISI C3.1.2). For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Table: Cold Formed Design 2 - PMM Details - AISI-ASD96 Field: OmegaC Page 1715 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: MnLTBMaj Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The nominal flexural strength about major axis considering only the provision of lateral-torsional buckling (AISI C3.1.2). For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: MntMaj Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The nominal flexural strength about major axis based on gross full cross-section and initiation of yielding at the tension fiber (AISI 5.1.1). For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: OmegaBMaj Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The factor of safety for major direction bending involving the limit state of lateral-torsional buckling (AISI 3.1.2, 5.1.1, 5.2.1) For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: OmegaByMaj Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The factor of safety for major direction bending involving the limit state of initiation of yielding. The program considers the stiffening effect of the extreme compression flange for bending about the major axis (AISI 3.1.1, 5.1.1, 5.2.1) For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Table: Cold Formed Design 2 - PMM Details - AISI-ASD96 Field: MnLTBMaj Page 1716 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: CmMajor Field is Imported: No Format: Controlled by program Units: Unitless Unitless factor, Cm, for major axis bending used in determining the stress ratio. It captures the effect of non-uniform moment distribution along the length (AISI 5.2.1). For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: CtfMajor Field is Imported: No Format: Controlled by program Units: Unitless Unitless factor, Ctf, for major axis bending used in determining the elastic critical moment, Me. It captures the effect of non-uniform moment distribution along the length (AISI C3.1.2-12). For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: AlphaMajor Field is Imported: No Format: Controlled by program Units: Unitless Unitless factor, Alpha, for major axis bending used in determining the stress ratio. It captures the second order effect of axial compression in amplifying moment (AISI 5.2.1). For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: KMajor Field is Imported: No Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object local major axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the effective length for the object. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Table: Cold Formed Design 2 - PMM Details - AISI-ASD96 Field: CmMajor Page 1717 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: LFactMajor Field is Imported: No Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object major axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the unbraced length for the object. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: Cb Field is Imported: No Format: Controlled by program Units: Unitless Unitless factor, Cb, for major axis bending used in determining the nominal moment capacity based on lateral-torsional buckling. It captures the effect of non-uniform moment distribution along the length (AISI 3.1.2-11). For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: MMinDsgn Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The design minor moment. This moment includes applicable amplification factors, if any. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: MnMinor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The controlling nominal flexural strength about minor axis (AISI C3). For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Cold Formed Design 2 - PMM Details - AISI-ASD96 Field: LFactMajor Page 1718 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: MnYieldMin Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The nominal flexural strength about minor axis based on reduced cross-section and initiation of yielding (AISI C3.1.1), excluding the provision of lateral-torsional buckling (AISI C3.1.2). For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: MnLTBMin Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The nominal flexural strength about minor axis considering only the provision of lateral-torsional buckling (AISI C3.1.2). For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: MntMin Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The nominal flexural strength about minor axis based on gross full cross-section and initiation of yielding at the tension fiber (AISI 5.1.1). For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: OmegaBMin Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The factor of safety for minor direction bending involving the limit state of lateral-torsional buckling (AISI 3.1.2, 5.1.1, 5.2.1) For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Cold Formed Design 2 - PMM Details - AISI-ASD96 Field: MnYieldMin Page 1719 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: OmegaByMin Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The factor of safety for minor direction bending involving the limit state of initiation of yielding. The program considers the stiffening effect of the extreme compression flange for bending about the major axis (AISI 3.1.1, 5.1.1, 5.2.1) For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: CmMinor Field is Imported: No Format: Controlled by program Units: Unitless Unitless factor, Cm, for minor axis bending used in determining the stress ratio. It captures the effect of non-uniform moment distribution along the length (AISI 5.2.1). For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: AlphaMinor Field is Imported: No Format: Controlled by program Units: Unitless Unitless factor, Alpha, for minor axis bending used in determining the stress ratio. It captures the second order effect of axial compression in amplifying moment (AISI 5.2.1). For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: KMinor Field is Imported: No Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object minor axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the effective length for the object. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Cold Formed Design 2 - PMM Details - AISI-ASD96 Field: OmegaByMin Page 1720 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: LFactMinor Field is Imported: No Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object minor axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the unbraced length for the object. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: Fy Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The steel yield stress for the design section. Field: E Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The modulus of elasticity for the design section. Field: Length Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The total length of the frame object (not clear length). Field: MajAxisAng Field is Imported: No Format: Angles (Structure Dimensions section of form) Units: Degrees The angle measured counterclockwise from the local 3-axis to the major axis. Field: RLLF Field is Imported: No Format: Controlled by program Units: Unitless The reduced live load factor. A reducible live load is multiplied by this factor to obtain the reduced live load for the frame object. Table: Cold Formed Design 2 - PMM Details - AISI-ASD96 Field: LFactMinor Page 1721 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: SectClass Field is Imported: No Format: Controlled by program Units: Text This is either Non-Slender, Slender or Too Slender indicating the classification of the section. Field: FramingType Field is Imported: No Format: Controlled by program Units: Text The framing type. This is either Moment Frame or Braced Frame. This item is used for ductility considerations in the design. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Cold Formed Design 2 - PMM Details - AISI-LRFD96 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Table: Cold Formed Design 2 - PMM Details - AISI-LRFD96 Field: SectClass Page 1722 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'Overstressed', 'See ErrMsg', 'See WarnMsg', 'See ErrMsg and WarnMsg', or 'Overstressed and See WarnMsg' indicating the design status. Field: Combo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the PMM details are reported. Field: Location Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: Pu Field is Imported: No Format: Force (Forces section of form) Units: Force The factored axial load for the specified combo. Field: MuMajor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The factored major bending moment for the specified combo. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Table: Cold Formed Design 2 - PMM Details - AISI-LRFD96 Field: DesignType Page 1723 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: MuMinor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The factored minor bending moment for the specified combo. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: VuMajor Field is Imported: No Format: Force (Forces section of form) Units: Force The factored major shear for the specified combo. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: VuMinor Field is Imported: No Format: Force (Forces section of form) Units: Force The factored minor shear for the specified combo. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: Torsionu Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The factored torsion (about the local 1-axis) for the specified combo. This item is reported for information only. It is not used in the design. Field: Equation Field is Imported: No Format: Controlled by program Units: Text The equation used to obtain the reported ratios. Table: Cold Formed Design 2 - PMM Details - AISI-LRFD96 Field: MuMinor Page 1724 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: TotalRatio Field is Imported: No Format: Controlled by program Units: Unitless The total PMM stress ratio. This ratio is the sum of the axial, major moment and minor moment stress ratio components. Field: PRatio Field is Imported: No Format: Controlled by program Units: Unitless The axial component of the total PMM stress ratio. The total PMM stress ratio consists of the sum of the axial, major moment and minor moment components. Field: MMajRatio Field is Imported: No Format: Controlled by program Units: Unitless The major moment component of the total PMM stress ratio. The total PMM stress ratio consists of the sum of the axial, major moment and minor moment components. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: MMinRatio Field is Imported: No Format: Controlled by program Units: Unitless The minor moment component of the total PMM stress ratio. The total PMM stress ratio consists of the sum of the axial, major moment and minor moment components. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: SRLimit Field is Imported: No Format: Controlled by program Units: Unitless The stress ratio limit as specified in the preferences. Stress ratios that are less than or equal to this value are considered acceptable. Table: Cold Formed Design 2 - PMM Details - AISI-LRFD96 Field: TotalRatio Page 1725 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: PuDsgn Field is Imported: No Format: Force (Forces section of form) Units: Force The design factored axial force. Field: Pn Field is Imported: No Format: Force (Forces section of form) Units: Force The nominal axial compressive strength (AISI C4). Field: Pn0 Field is Imported: No Format: Force (Forces section of form) Units: Force The nominal axial compressive strength determined in accordance with section AISI C4 assuming Fn = Fy (AISI 5.2.2). Field: Tn Field is Imported: No Format: Force (Forces section of form) Units: Force The nominal axial tensile strength (AISI C2). Field: PhiC Field is Imported: No Format: Controlled by program Units: Unitless The resistance factor for axial compression (AISI C4, 5.2). Field: PhiT Field is Imported: No Format: Controlled by program Units: Unitless The resistance factor for axial tension (AISI C2, 5.1). Table: Cold Formed Design 2 - PMM Details - AISI-LRFD96 Field: PuDsgn Page 1726 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: MuMajDsgn Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The design factored major moment. This moment includes applicable amplification factors, if any. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: MnMajor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The controlling nominal flexural strength about major axis (AISI C3). For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: MnYieldMaj Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The nominal flexural strength about major axis based on reduced cross-section and initiation of yielding (AISI C3.1.1), excluding the provision of lateral-torsional buckling (AISI C3.1.2). For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: MnLTBMaj Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The nominal flexural strength about major axis considering only the provision of lateral-torsional buckling (AISI C3.1.2). For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Table: Cold Formed Design 2 - PMM Details - AISI-LRFD96 Field: MuMajDsgn Page 1727 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: MntMaj Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The nominal flexural strength about major axis based on gross full cross-section and initiation of yielding at the tension fiber (AISI 5.1.2). For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: PhiBMaj Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The resistance factor for major direction bending involving the limit state of lateral-torsional buckling (AISI 3.1.2, 5.1.2, 5.2.2) For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: PhiByMaj Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The resistance factor for major direction bending involving the limit state of initiation of yielding. The program considers the stiffening effect of the extreme compression flange for bending about the major axis (AISI 3.1.1, 5.1.2, 5.2.2) For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: CmMajor Field is Imported: No Format: Controlled by program Units: Unitless Unitless factor, Cm, for major axis bending used in determining the stress ratio. It captures the effect of non-uniform moment distribution along the length (AISI 5.2.2). For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Table: Cold Formed Design 2 - PMM Details - AISI-LRFD96 Field: MntMaj Page 1728 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: CtfMajor Field is Imported: No Format: Controlled by program Units: Unitless Unitless factor, Ctf, for major axis bending used in determining the elastic critical moment, Me. It captures the effect of non-uniform moment distribution along the length (AISI C3.1.2-12). For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: AlphaMajor Field is Imported: No Format: Controlled by program Units: Unitless Unitless factor, Alpha, for major axis bending used in determining the stress ratio. It captures the second order effect of axial compression in amplifying moment (AISI 5.2.2). For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: KMajor Field is Imported: No Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object local major axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the effective length for the object. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: LFactMajor Field is Imported: No Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object major axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the unbraced length for the object. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Table: Cold Formed Design 2 - PMM Details - AISI-LRFD96 Field: CtfMajor Page 1729 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Cb Field is Imported: No Format: Controlled by program Units: Unitless Unitless factor, Cb, for major axis bending used in determining the nominal moment capacity based on lateral-torsional buckling. It captures the effect of non-uniform moment distribution along the length (AISI 3.1.2-11). For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: MuMinDsgn Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The design factored minor moment. This moment includes applicable amplification factors, if any. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: MnMinor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The controlling nominal flexural strength about minor axis (AISI C3). For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: MnYieldMin Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The nominal flexural strength about minor axis based on reduced cross-section and initiation of yielding (AISI C3.1.1), excluding the provision of lateral-torsional buckling (AISI C3.1.2). For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Cold Formed Design 2 - PMM Details - AISI-LRFD96 Field: Cb Page 1730 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: MnLTBMin Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The nominal flexural strength about minor axis considering only the provision of lateral-torsional buckling (AISI C3.1.2). For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: MntMin Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The nominal flexural strength about minor axis based on gross full cross-section and initiation of yielding at the tension fiber (AISI 5.1.2). For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: PhiBMin Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The resistance factor for minor direction bending involving the limit state of lateral-torsional buckling (AISI 3.1.2, 5.1.2, 5.2.2) For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: PhiByMin Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The resistance factor for minor direction bending involving the limit state of initiation of yielding. The program considers the stiffening effect of the extreme compression flange for bending about the major axis (AISI 3.1.1, 5.1.2, 5.2.2) For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Cold Formed Design 2 - PMM Details - AISI-LRFD96 Field: MnLTBMin Page 1731 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: CmMinor Field is Imported: No Format: Controlled by program Units: Unitless Unitless factor, Cm, for minor axis bending used in determining the stress ratio. It captures the effect of non-uniform moment distribution along the length (AISI 5.2.2). For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: AlphaMinor Field is Imported: No Format: Controlled by program Units: Unitless Unitless factor, Alpha, for minor axis bending used in determining the stress ratio. It captures the second order effect of axial compression in amplifying moment (AISI 5.2.2). For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: KMinor Field is Imported: No Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object minor axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the effective length for the object. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: LFactMinor Field is Imported: No Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object minor axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the unbraced length for the object. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Cold Formed Design 2 - PMM Details - AISI-LRFD96 Field: CmMinor Page 1732 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Fy Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The steel yield stress for the design section. Field: E Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The modulus of elasticity for the design section. Field: Length Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The total length of the frame object (not clear length). Field: MajAxisAng Field is Imported: No Format: Angles (Structure Dimensions section of form) Units: Degrees The angle measured counterclockwise from the local 3-axis to the major axis. Field: RLLF Field is Imported: No Format: Controlled by program Units: Unitless The reduced live load factor. A reducible live load is multiplied by this factor to obtain the reduced live load for the frame object. Field: SectClass Field is Imported: No Format: Controlled by program Units: Text This is either Non-Slender, Slender or Too Slender indicating the classification of the section. Table: Cold Formed Design 2 - PMM Details - AISI-LRFD96 Field: Fy Page 1733 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: FramingType Field is Imported: No Format: Controlled by program Units: Text The framing type. This is either Moment Frame or Braced Frame. This item is used for ductility considerations in the design. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Cold Formed Design 3 - Shear Details - AISI-ASD96 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Table: Cold Formed Design 3 - Shear Details - AISI-ASD96 Field: FramingType Page 1734 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'Overstressed', 'See ErrMsg', 'See WarnMsg', 'See ErrMsg and WarnMsg', or 'Overstressed and See WarnMsg' indicating the design status. Field: VMajorCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the major shear data is reported. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: VMajorLoc Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: VMajorRatio Field is Imported: No Format: Controlled by program Units: Unitless The major shear stress ratio. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: VMajDsgn Field is Imported: No Format: Force (Forces section of form) Units: Force The major shear for the specified combo. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major Table: Cold Formed Design 3 - Shear Details - AISI-ASD96 Field: Status Page 1735 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: VnMajor Field is Imported: No Format: Force (Forces section of form) Units: Force The major direction shear capacity. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: OmegaVMajor Field is Imported: No Format: Controlled by program Units: Unitless The major direction shear capacity. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: TorsionMaj Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The torsion (about the local 1-axis) for the specified VMajorCombo. This item is reported for information only. It is not used in the design. Field: VMinorCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the minor shear data is reported. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Cold Formed Design 3 - Shear Details - AISI-ASD96 Field: VnMajor Page 1736 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VMinorLoc Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: VMinorRatio Field is Imported: No Format: Controlled by program Units: Unitless The minor shear stress ratio. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: VMinDsgn Field is Imported: No Format: Force (Forces section of form) Units: Force The factored minor shear for the specified combo. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: VnMinor Field is Imported: No Format: Force (Forces section of form) Units: Force The minor direction shear capacity. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Cold Formed Design 3 - Shear Details - AISI-ASD96 Field: VMinorLoc Page 1737 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: OmegaVMinor Field is Imported: No Format: Controlled by program Units: Unitless The minor direction shear capacity. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: TorsionMin Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The factored torsion (about the local 1-axis) for the specified VMinorCombo. This item is reported for information only. It is not used in the design. Field: SRLimit Field is Imported: No Format: Controlled by program Units: Unitless The stress ratio limit as specified in the preferences. Stress ratios that are less than or equal to this value are considered acceptable. Field: RLLF Field is Imported: No Format: Controlled by program Units: Unitless The reduced live load factor. A reducible live load is multiplied by this factor to obtain the reduced live load for the frame object. Field: FramingType Field is Imported: No Format: Controlled by program Units: Text The framing type. This is either Moment Frame or Braced Frame. This item is used for ductility considerations in the design. Table: Cold Formed Design 3 - Shear Details - AISI-ASD96 Field: OmegaVMinor Page 1738 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Cold Formed Design 3 - Shear Details - AISI-LRFD96 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'Overstressed', 'See ErrMsg', 'See WarnMsg', 'See ErrMsg and WarnMsg', or 'Overstressed and See WarnMsg' indicating the design status. Table: Cold Formed Design 3 - Shear Details - AISI-LRFD96 Field: ErrMsg Page 1739 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VMajorCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the major shear data is reported. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: VMajorLoc Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: VMajorRatio Field is Imported: No Format: Controlled by program Units: Unitless The major shear stress ratio. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: VuMajDsgn Field is Imported: No Format: Force (Forces section of form) Units: Force The design factored major shear. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Table: Cold Formed Design 3 - Shear Details - AISI-LRFD96 Field: VMajorCombo Page 1740 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VnMajor Field is Imported: No Format: Force (Forces section of form) Units: Force The major direction shear capacity. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: PhiVMajor Field is Imported: No Format: Controlled by program Units: Unitless The major direction shear capacity. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: TorsionMaj Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The factored torsion (about the local 1-axis) for the specified VMajorCombo. This item is reported for information only. It is not used in the design. Field: VMinorCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the minor shear data is reported. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Cold Formed Design 3 - Shear Details - AISI-LRFD96 Field: VnMajor Page 1741 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VMinorLoc Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: VMinorRatio Field is Imported: No Format: Controlled by program Units: Unitless The minor shear stress ratio. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: VuMinDsgn Field is Imported: No Format: Force (Forces section of form) Units: Force The design factored minor shear. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: VnMinor Field is Imported: No Format: Force (Forces section of form) Units: Force The minor direction shear capacity. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Cold Formed Design 3 - Shear Details - AISI-LRFD96 Field: VMinorLoc Page 1742 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: PhiVMinor Field is Imported: No Format: Controlled by program Units: Unitless The minor direction shear capacity. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: TorsionMin Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The factored torsion (about the local 1-axis) for the specified VMinorCombo. This item is reported for information only. It is not used in the design. Field: SRLimit Field is Imported: No Format: Controlled by program Units: Unitless The stress ratio limit as specified in the preferences. Stress ratios that are less than or equal to this value are considered acceptable. Field: RLLF Field is Imported: No Format: Controlled by program Units: Unitless The reduced live load factor. A reducible live load is multiplied by this factor to obtain the reduced live load for the frame object. Field: FramingType Field is Imported: No Format: Controlled by program Units: Text The framing type. This is either Moment Frame or Braced Frame. This item is used for ductility considerations in the design. Table: Cold Formed Design 3 - Shear Details - AISI-LRFD96 Field: PhiVMinor Page 1743 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Cold Formed Details 1 - Summary Data - AISI-ASD96 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'Overstressed', 'See ErrMsg', 'See WarnMsg', 'See ErrMsg and WarnMsg', or 'Overstressed and See WarnMsg' indicating the design status. Table: Cold Formed Details 1 - Summary Data - AISI-ASD96 Field: ErrMsg Page 1744 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Ratio Field is Imported: No Format: Controlled by program Units: Unitless The controlling stress ratio at the specified location. Field: RatioType Field is Imported: No Format: Controlled by program Units: Text This is either PMM, Major Shear, Minor Shear, or Other indicating the origin of the reported TotalRatio. Field: Combo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the stress ratio is reported. Field: Location Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Cold Formed Details 1 - Summary Data - AISI-ASD96 Field: Ratio Page 1745 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Cold Formed Details 1 - Summary Data - AISI-LRFD96 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'Overstressed', 'See ErrMsg', 'See WarnMsg', 'See ErrMsg and WarnMsg', or 'Overstressed and See WarnMsg' indicating the design status. Field: Ratio Field is Imported: No Format: Controlled by program Units: Unitless The controlling stress ratio at the specified location. Field: RatioType Field is Imported: No Format: Controlled by program Units: Text This is either PMM, Major Shear, Minor Shear, or Other indicating the origin of the reported TotalRatio. Table: Cold Formed Details 1 - Summary Data - AISI-LRFD96 Field: Frame Page 1746 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Combo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the stress ratio is reported. Field: Location Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Cold Formed Details 2 - PMM Details - AISI-ASD96 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Table: Cold Formed Details 2 - PMM Details - AISI-ASD96 Field: Combo Page 1747 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'Overstressed', 'See ErrMsg', 'See WarnMsg', 'See ErrMsg and WarnMsg', or 'Overstressed and See WarnMsg' indicating the design status. Field: Combo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the PMM details are reported. Field: Location Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: P Field is Imported: No Format: Force (Forces section of form) Units: Force The axial load for the specified combo. Field: MMajor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The major bending moment for the specified combo. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Table: Cold Formed Details 2 - PMM Details - AISI-ASD96 Field: DesignType Page 1748 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: MMinor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The minor bending moment for the specified combo. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: VMajor Field is Imported: No Format: Force (Forces section of form) Units: Force The major shear for the specified combo. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: VMinor Field is Imported: No Format: Force (Forces section of form) Units: Force The minor shear for the specified combo. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: Torsion Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The torsion (about the local 1-axis) for the specified combo. This item is reported for information only. It is not used in the design. Field: Equation Field is Imported: No Format: Controlled by program Units: Text The equation used to obtain the reported ratios. Table: Cold Formed Details 2 - PMM Details - AISI-ASD96 Field: MMinor Page 1749 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: TotalRatio Field is Imported: No Format: Controlled by program Units: Unitless The total PMM stress ratio. This ratio is the sum of the axial, major moment and minor moment stress ratio components. Field: PRatio Field is Imported: No Format: Controlled by program Units: Unitless The axial component of the total PMM stress ratio. The total PMM stress ratio consists of the sum of the axial, major moment and minor moment components. Field: MMajRatio Field is Imported: No Format: Controlled by program Units: Unitless The major moment component of the total PMM stress ratio. The total PMM stress ratio consists of the sum of the axial, major moment and minor moment components. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: MMinRatio Field is Imported: No Format: Controlled by program Units: Unitless The minor moment component of the total PMM stress ratio. The total PMM stress ratio consists of the sum of the axial, major moment and minor moment components. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: SRLimit Field is Imported: No Format: Controlled by program Units: Unitless The stress ratio limit as specified in the preferences. Stress ratios that are less than or equal to this value are considered acceptable. Table: Cold Formed Details 2 - PMM Details - AISI-ASD96 Field: TotalRatio Page 1750 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: PDsgn Field is Imported: No Format: Force (Forces section of form) Units: Force The design axial force. Field: Pn Field is Imported: No Format: Force (Forces section of form) Units: Force The nominal axial compressive strength (AISI C4). Field: Pn0 Field is Imported: No Format: Force (Forces section of form) Units: Force The nominal axial compressive strength determined in accordance with section AISI C4 assuming Fn = Fy (AISI 5.2.1). Field: Tn Field is Imported: No Format: Force (Forces section of form) Units: Force The nominal axial tensile strength (AISI C2). Field: OmegaC Field is Imported: No Format: Controlled by program Units: Unitless The factor of safety for axial compression (AISI C4, 5.2). Field: OmegaT Field is Imported: No Format: Controlled by program Units: Unitless The factor of safety for axial tension (AISI C2, 5.1). Table: Cold Formed Details 2 - PMM Details - AISI-ASD96 Field: PDsgn Page 1751 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: MMajDsgn Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The design major moment. This moment includes applicable amplification factors, if any. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: MnMajor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The controlling nominal flexural strength about major axis (AISI C3). For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: MnYieldMaj Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The nominal flexural strength about major axis based on reduced cross-section and initiation of yielding (AISI C3.1.1), excluding the provision of lateral-torsional buckling (AISI C3.1.2). For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: MnLTBMaj Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The nominal flexural strength about major axis considering only the provision of lateral-torsional buckling (AISI C3.1.2). For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Table: Cold Formed Details 2 - PMM Details - AISI-ASD96 Field: MMajDsgn Page 1752 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: MntMaj Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The nominal flexural strength about major axis based on gross full cross-section and initiation of yielding at the tension fiber (AISI 5.1.1). For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: OmegaBMaj Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The factor of safety for major direction bending involving the limit state of lateral-torsional buckling (AISI 3.1.2, 5.1.1, 5.2.1) For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: OmegaByMaj Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The factor of safety for major direction bending involving the limit state of initiation of yielding. The program considers the stiffening effect of the extreme compression flange for bending about the major axis (AISI 3.1.1, 5.1.1, 5.2.1) For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: CmMajor Field is Imported: No Format: Controlled by program Units: Unitless Unitless factor, Cm, for major axis bending used in determining the stress ratio. It captures the effect of non-uniform moment distribution along the length (AISI 5.2.1). For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Table: Cold Formed Details 2 - PMM Details - AISI-ASD96 Field: MntMaj Page 1753 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: CtfMajor Field is Imported: No Format: Controlled by program Units: Unitless Unitless factor, Ctf, for major axis bending used in determining the elastic critical moment, Me. It captures the effect of non-uniform moment distribution along the length (AISI C3.1.2-12). For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: AlphaMajor Field is Imported: No Format: Controlled by program Units: Unitless Unitless factor, Alpha, for major axis bending used in determining the stress ratio. It captures the second order effect of axial compression in amplifying moment (AISI 5.2.1). For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: KMajor Field is Imported: No Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object local major axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the effective length for the object. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: LFactMajor Field is Imported: No Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object major axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the unbraced length for the object. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Table: Cold Formed Details 2 - PMM Details - AISI-ASD96 Field: CtfMajor Page 1754 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Cb Field is Imported: No Format: Controlled by program Units: Unitless Unitless factor, Cb, for major axis bending used in determining the nominal moment capacity based on lateral-torsional buckling. It captures the effect of non-uniform moment distribution along the length (AISI 3.1.2-11). For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: MMinDsgn Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The design minor moment. This moment includes applicable amplification factors, if any. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: MnMinor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The controlling nominal flexural strength about minor axis (AISI C3). For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: MnYieldMin Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The nominal flexural strength about minor axis based on reduced cross-section and initiation of yielding (AISI C3.1.1), excluding the provision of lateral-torsional buckling (AISI C3.1.2). For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Cold Formed Details 2 - PMM Details - AISI-ASD96 Field: Cb Page 1755 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: MnLTBMin Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The nominal flexural strength about minor axis considering only the provision of lateral-torsional buckling (AISI C3.1.2). For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: MntMin Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The nominal flexural strength about minor axis based on gross full cross-section and initiation of yielding at the tension fiber (AISI 5.1.1). For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: OmegaBMin Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The factor of safety for minor direction bending involving the limit state of lateral-torsional buckling (AISI 3.1.2, 5.1.1, 5.2.1) For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: OmegaByMin Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The factor of safety for minor direction bending involving the limit state of initiation of yielding. The program considers the stiffening effect of the extreme compression flange for bending about the major axis (AISI 3.1.1, 5.1.1, 5.2.1) For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Cold Formed Details 2 - PMM Details - AISI-ASD96 Field: MnLTBMin Page 1756 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: CmMinor Field is Imported: No Format: Controlled by program Units: Unitless Unitless factor, Cm, for minor axis bending used in determining the stress ratio. It captures the effect of non-uniform moment distribution along the length (AISI 5.2.1). For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: AlphaMinor Field is Imported: No Format: Controlled by program Units: Unitless Unitless factor, Alpha, for minor axis bending used in determining the stress ratio. It captures the second order effect of axial compression in amplifying moment (AISI 5.2.1). For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: KMinor Field is Imported: No Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object minor axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the effective length for the object. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: LFactMinor Field is Imported: No Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object minor axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the unbraced length for the object. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Cold Formed Details 2 - PMM Details - AISI-ASD96 Field: CmMinor Page 1757 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Fy Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The steel yield stress for the design section. Field: E Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The modulus of elasticity for the design section. Field: Length Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The total length of the frame object (not clear length). Field: MajAxisAng Field is Imported: No Format: Angles (Structure Dimensions section of form) Units: Degrees The angle measured counterclockwise from the local 3-axis to the major axis. Field: RLLF Field is Imported: No Format: Controlled by program Units: Unitless The reduced live load factor. A reducible live load is multiplied by this factor to obtain the reduced live load for the frame object. Field: SectClass Field is Imported: No Format: Controlled by program Units: Text This is either Non-Slender, Slender or Too Slender indicating the classification of the section. Table: Cold Formed Details 2 - PMM Details - AISI-ASD96 Field: Fy Page 1758 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: FramingType Field is Imported: No Format: Controlled by program Units: Text The framing type. This is either Moment Frame or Braced Frame. This item is used for ductility considerations in the design. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Cold Formed Details 2 - PMM Details - AISI-LRFD96 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Table: Cold Formed Details 2 - PMM Details - AISI-LRFD96 Field: FramingType Page 1759 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'Overstressed', 'See ErrMsg', 'See WarnMsg', 'See ErrMsg and WarnMsg', or 'Overstressed and See WarnMsg' indicating the design status. Field: Combo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the PMM details are reported. Field: Location Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: Pu Field is Imported: No Format: Force (Forces section of form) Units: Force The factored axial load for the specified combo. Field: MuMajor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The factored major bending moment for the specified combo. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: MuMinor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The factored minor bending moment for the specified combo. Table: Cold Formed Details 2 - PMM Details - AISI-LRFD96 Field: Status Page 1760 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: VuMajor Field is Imported: No Format: Force (Forces section of form) Units: Force The factored major shear for the specified combo. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: VuMinor Field is Imported: No Format: Force (Forces section of form) Units: Force The factored minor shear for the specified combo. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: Torsionu Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The factored torsion (about the local 1-axis) for the specified combo. This item is reported for information only. It is not used in the design. Field: Equation Field is Imported: No Format: Controlled by program Units: Text The equation used to obtain the reported ratios. Table: Cold Formed Details 2 - PMM Details - AISI-LRFD96 Field: VuMajor Page 1761 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: TotalRatio Field is Imported: No Format: Controlled by program Units: Unitless The total PMM stress ratio. This ratio is the sum of the axial, major moment and minor moment stress ratio components. Field: PRatio Field is Imported: No Format: Controlled by program Units: Unitless The axial component of the total PMM stress ratio. The total PMM stress ratio consists of the sum of the axial, major moment and minor moment components. Field: MMajRatio Field is Imported: No Format: Controlled by program Units: Unitless The major moment component of the total PMM stress ratio. The total PMM stress ratio consists of the sum of the axial, major moment and minor moment components. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: MMinRatio Field is Imported: No Format: Controlled by program Units: Unitless The minor moment component of the total PMM stress ratio. The total PMM stress ratio consists of the sum of the axial, major moment and minor moment components. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: SRLimit Field is Imported: No Format: Controlled by program Units: Unitless The stress ratio limit as specified in the preferences. Stress ratios that are less than or equal to this value are considered acceptable. Table: Cold Formed Details 2 - PMM Details - AISI-LRFD96 Field: TotalRatio Page 1762 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: PuDsgn Field is Imported: No Format: Force (Forces section of form) Units: Force The design factored axial force. Field: Pn Field is Imported: No Format: Force (Forces section of form) Units: Force The nominal axial compressive strength (AISI C4). Field: Pn0 Field is Imported: No Format: Force (Forces section of form) Units: Force The nominal axial compressive strength determined in accordance with section AISI C4 assuming Fn = Fy (AISI 5.2.2). Field: Tn Field is Imported: No Format: Force (Forces section of form) Units: Force The nominal axial tensile strength (AISI C2). Field: PhiC Field is Imported: No Format: Controlled by program Units: Unitless The resistance factor for axial compression (AISI C4, 5.2). Field: PhiT Field is Imported: No Format: Controlled by program Units: Unitless The resistance factor for axial tension (AISI C2, 5.1). Table: Cold Formed Details 2 - PMM Details - AISI-LRFD96 Field: PuDsgn Page 1763 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: MuMajDsgn Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The design factored major moment. This moment includes applicable amplification factors, if any. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: MnMajor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The controlling nominal flexural strength about major axis (AISI C3). For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: MnYieldMaj Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The nominal flexural strength about major axis based on reduced cross-section and initiation of yielding (AISI C3.1.1), excluding the provision of lateral-torsional buckling (AISI C3.1.2). For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: MnLTBMaj Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The nominal flexural strength about major axis considering only the provision of lateral-torsional buckling (AISI C3.1.2). For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Table: Cold Formed Details 2 - PMM Details - AISI-LRFD96 Field: MuMajDsgn Page 1764 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: MntMaj Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The nominal flexural strength about major axis based on gross full cross-section and initiation of yielding at the tension fiber (AISI 5.1.2). For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: PhiBMaj Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The resistance factor for major direction bending involving the limit state of lateral-torsional buckling (AISI 3.1.2, 5.1.2, 5.2.2) For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: PhiByMaj Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The resistance factor for major direction bending involving the limit state of initiation of yielding. The program considers the stiffening effect of the extreme compression flange for bending about the major axis (AISI 3.1.1, 5.1.2, 5.2.2) For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: CmMajor Field is Imported: No Format: Controlled by program Units: Unitless Unitless factor, Cm, for major axis bending used in determining the stress ratio. It captures the effect of non-uniform moment distribution along the length (AISI 5.2.2). For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Table: Cold Formed Details 2 - PMM Details - AISI-LRFD96 Field: MntMaj Page 1765 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: CtfMajor Field is Imported: No Format: Controlled by program Units: Unitless Unitless factor, Ctf, for major axis bending used in determining the elastic critical moment, Me. It captures the effect of non-uniform moment distribution along the length (AISI C3.1.2-12). For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: AlphaMajor Field is Imported: No Format: Controlled by program Units: Unitless Unitless factor, Alpha, for major axis bending used in determining the stress ratio. It captures the second order effect of axial compression in amplifying moment (AISI 5.2.2). For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: KMajor Field is Imported: No Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object local major axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the effective length for the object. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: LFactMajor Field is Imported: No Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object major axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the unbraced length for the object. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Table: Cold Formed Details 2 - PMM Details - AISI-LRFD96 Field: CtfMajor Page 1766 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Cb Field is Imported: No Format: Controlled by program Units: Unitless Unitless factor, Cb, for major axis bending used in determining the nominal moment capacity based on lateral-torsional buckling. It captures the effect of non-uniform moment distribution along the length (AISI 3.1.2-11). For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: MuMinDsgn Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The design factored minor moment. This moment includes applicable amplification factors, if any. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: MnMinor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The controlling nominal flexural strength about minor axis (AISI C3). For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: MnYieldMin Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The nominal flexural strength about minor axis based on reduced cross-section and initiation of yielding (AISI C3.1.1), excluding the provision of lateral-torsional buckling (AISI C3.1.2). For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Cold Formed Details 2 - PMM Details - AISI-LRFD96 Field: Cb Page 1767 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: MnLTBMin Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The nominal flexural strength about minor axis considering only the provision of lateral-torsional buckling (AISI C3.1.2). For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: MntMin Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The nominal flexural strength about minor axis based on gross full cross-section and initiation of yielding at the tension fiber (AISI 5.1.2). For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: PhiBMin Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The resistance factor for minor direction bending involving the limit state of lateral-torsional buckling (AISI 3.1.2, 5.1.2, 5.2.2) For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: PhiByMin Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The resistance factor for minor direction bending involving the limit state of initiation of yielding. The program considers the stiffening effect of the extreme compression flange for bending about the major axis (AISI 3.1.1, 5.1.2, 5.2.2) For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Cold Formed Details 2 - PMM Details - AISI-LRFD96 Field: MnLTBMin Page 1768 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: CmMinor Field is Imported: No Format: Controlled by program Units: Unitless Unitless factor, Cm, for minor axis bending used in determining the stress ratio. It captures the effect of non-uniform moment distribution along the length (AISI 5.2.2). For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: AlphaMinor Field is Imported: No Format: Controlled by program Units: Unitless Unitless factor, Alpha, for minor axis bending used in determining the stress ratio. It captures the second order effect of axial compression in amplifying moment (AISI 5.2.2). For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: KMinor Field is Imported: No Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object minor axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the effective length for the object. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: LFactMinor Field is Imported: No Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object minor axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the unbraced length for the object. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Cold Formed Details 2 - PMM Details - AISI-LRFD96 Field: CmMinor Page 1769 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Fy Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The steel yield stress for the design section. Field: E Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The modulus of elasticity for the design section. Field: Length Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The total length of the frame object (not clear length). Field: MajAxisAng Field is Imported: No Format: Angles (Structure Dimensions section of form) Units: Degrees The angle measured counterclockwise from the local 3-axis to the major axis. Field: RLLF Field is Imported: No Format: Controlled by program Units: Unitless The reduced live load factor. A reducible live load is multiplied by this factor to obtain the reduced live load for the frame object. Field: SectClass Field is Imported: No Format: Controlled by program Units: Text This is either Non-Slender, Slender or Too Slender indicating the classification of the section. Table: Cold Formed Details 2 - PMM Details - AISI-LRFD96 Field: Fy Page 1770 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: FramingType Field is Imported: No Format: Controlled by program Units: Text The framing type. This is either Moment Frame or Braced Frame. This item is used for ductility considerations in the design. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Cold Formed Details 3 - Shear Details - AISI-ASD96 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Table: Cold Formed Details 3 - Shear Details - AISI-ASD96 Field: FramingType Page 1771 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'Overstressed', 'See ErrMsg', 'See WarnMsg', 'See ErrMsg and WarnMsg', or 'Overstressed and See WarnMsg' indicating the design status. Field: VMajorCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the major shear data is reported. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: VMajorLoc Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: VMajorRatio Field is Imported: No Format: Controlled by program Units: Unitless The major shear stress ratio. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: VMajDsgn Field is Imported: No Format: Force (Forces section of form) Units: Force The major shear for the specified combo. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major Table: Cold Formed Details 3 - Shear Details - AISI-ASD96 Field: Status Page 1772 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: VnMajor Field is Imported: No Format: Force (Forces section of form) Units: Force The major direction shear capacity. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: OmegaVMajor Field is Imported: No Format: Controlled by program Units: Unitless The major direction shear capacity. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: TorsionMaj Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The torsion (about the local 1-axis) for the specified VMajorCombo. This item is reported for information only. It is not used in the design. Field: VMinorCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the minor shear data is reported. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Cold Formed Details 3 - Shear Details - AISI-ASD96 Field: VnMajor Page 1773 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VMinorLoc Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: VMinorRatio Field is Imported: No Format: Controlled by program Units: Unitless The minor shear stress ratio. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: VMinDsgn Field is Imported: No Format: Force (Forces section of form) Units: Force The factored minor shear for the specified combo. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: VnMinor Field is Imported: No Format: Force (Forces section of form) Units: Force The minor direction shear capacity. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Cold Formed Details 3 - Shear Details - AISI-ASD96 Field: VMinorLoc Page 1774 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: OmegaVMinor Field is Imported: No Format: Controlled by program Units: Unitless The minor direction shear capacity. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: TorsionMin Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The factored torsion (about the local 1-axis) for the specified VMinorCombo. This item is reported for information only. It is not used in the design. Field: SRLimit Field is Imported: No Format: Controlled by program Units: Unitless The stress ratio limit as specified in the preferences. Stress ratios that are less than or equal to this value are considered acceptable. Field: RLLF Field is Imported: No Format: Controlled by program Units: Unitless The reduced live load factor. A reducible live load is multiplied by this factor to obtain the reduced live load for the frame object. Field: FramingType Field is Imported: No Format: Controlled by program Units: Text The framing type. This is either Moment Frame or Braced Frame. This item is used for ductility considerations in the design. Table: Cold Formed Details 3 - Shear Details - AISI-ASD96 Field: OmegaVMinor Page 1775 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Cold Formed Details 3 - Shear Details - AISI-LRFD96 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'Overstressed', 'See ErrMsg', 'See WarnMsg', 'See ErrMsg and WarnMsg', or 'Overstressed and See WarnMsg' indicating the design status. Table: Cold Formed Details 3 - Shear Details - AISI-LRFD96 Field: ErrMsg Page 1776 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VMajorCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the major shear data is reported. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: VMajorLoc Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: VMajorRatio Field is Imported: No Format: Controlled by program Units: Unitless The major shear stress ratio. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: VuMajDsgn Field is Imported: No Format: Force (Forces section of form) Units: Force The design factored major shear. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Table: Cold Formed Details 3 - Shear Details - AISI-LRFD96 Field: VMajorCombo Page 1777 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VnMajor Field is Imported: No Format: Force (Forces section of form) Units: Force The major direction shear capacity. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: PhiVMajor Field is Imported: No Format: Controlled by program Units: Unitless The major direction shear capacity. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: TorsionMaj Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The factored torsion (about the local 1-axis) for the specified VMajorCombo. This item is reported for information only. It is not used in the design. Field: VMinorCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the minor shear data is reported. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Cold Formed Details 3 - Shear Details - AISI-LRFD96 Field: VnMajor Page 1778 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VMinorLoc Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: VMinorRatio Field is Imported: No Format: Controlled by program Units: Unitless The minor shear stress ratio. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: VuMinDsgn Field is Imported: No Format: Force (Forces section of form) Units: Force The design factored minor shear. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: VnMinor Field is Imported: No Format: Force (Forces section of form) Units: Force The minor direction shear capacity. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Cold Formed Details 3 - Shear Details - AISI-LRFD96 Field: VMinorLoc Page 1779 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: PhiVMinor Field is Imported: No Format: Controlled by program Units: Unitless The minor direction shear capacity. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: TorsionMin Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The factored torsion (about the local 1-axis) for the specified VMinorCombo. This item is reported for information only. It is not used in the design. Field: SRLimit Field is Imported: No Format: Controlled by program Units: Unitless The stress ratio limit as specified in the preferences. Stress ratios that are less than or equal to this value are considered acceptable. Field: RLLF Field is Imported: No Format: Controlled by program Units: Unitless The reduced live load factor. A reducible live load is multiplied by this factor to obtain the reduced live load for the frame object. Field: FramingType Field is Imported: No Format: Controlled by program Units: Text The framing type. This is either Moment Frame or Braced Frame. This item is used for ductility considerations in the design. Table: Cold Formed Details 3 - Shear Details - AISI-LRFD96 Field: PhiVMinor Page 1780 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Concrete Design 1 - Column Summary Data - ACI 318-02 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Field: DesignOpt Field is Imported: No Format: Controlled by program Units: Text This is either Check or Design indicating whether the frame object is to be checked or designed. Table: Concrete Design 1 - Column Summary Data - ACI 318-02 Field: ErrMsg Page 1781 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Field: Location Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: PMMCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the PMM bar area or ratio is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Field: PMMArea Field is Imported: No Format: Rebar Area (Section Dimensions section of form) Units: Length2 The total longitudinal rebar area required for the axial force plus biaxial moment (PMM) design at the specified location. This item is only applicable if the DesignOpt item is Design. Field: PMMRatio Field is Imported: No Format: Controlled by program Units: Unitless The axial force plus biaxial moment (PMM) stress ratio at the specified location. This item is only applicable if the DesignOpt item is Check. Table: Concrete Design 1 - Column Summary Data - ACI 318-02 Field: Status Page 1782 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VMajCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the major shear bar area per unit length is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: VMajRebar Field is Imported: No Format: Rebar Area/Length (Section Dimensions section of form) Units: in2/ft The required area of transverse shear reinforcing per unit length along the beam for major shear at the specified location. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: VMinCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the minor shear bar area per unit length is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Concrete Design 1 - Column Summary Data - ACI 318-02 Field: VMajCombo Page 1783 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VMinRebar Field is Imported: No Format: Rebar Area/Length (Section Dimensions section of form) Units: in2/ft The required area of transverse shear reinforcing per unit length along the beam for minor shear at the specified location. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Concrete Design 1 - Column Summary Data - ACI 318-05/IBC2003 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Table: Concrete Design 1 - Column Summary Data - ACI 318-05/IBC2003 Field: VMinRebar Page 1784 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Field: DesignOpt Field is Imported: No Format: Controlled by program Units: Text This is either Check or Design indicating whether the frame object is to be checked or designed. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Field: Location Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: PMMCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the PMM bar area or ratio is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Table: Concrete Design 1 - Column Summary Data - ACI 318-05/IBC2003 Field: DesignType Page 1785 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: PMMArea Field is Imported: No Format: Rebar Area (Section Dimensions section of form) Units: Length2 The total longitudinal rebar area required for the axial force plus biaxial moment (PMM) design at the specified location. This item is only applicable if the DesignOpt item is Design. Field: PMMRatio Field is Imported: No Format: Controlled by program Units: Unitless The axial force plus biaxial moment (PMM) stress ratio at the specified location. This item is only applicable if the DesignOpt item is Check. Field: VMajCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the major shear bar area per unit length is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: VMajRebar Field is Imported: No Format: Rebar Area/Length (Section Dimensions section of form) Units: in2/ft The required area of transverse shear reinforcing per unit length along the beam for major shear at the specified location. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Table: Concrete Design 1 - Column Summary Data - ACI 318-05/IBC2003 Field: PMMArea Page 1786 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VMinCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the minor shear bar area per unit length is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: VMinRebar Field is Imported: No Format: Rebar Area/Length (Section Dimensions section of form) Units: in2/ft The required area of transverse shear reinforcing per unit length along the beam for minor shear at the specified location. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Concrete Design 1 - Column Summary Data - ACI 318-05/IBC2003 Field: VMinCombo Page 1787 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Concrete Design 1 - Column Summary Data - ACI 318-99 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Field: DesignOpt Field is Imported: No Format: Controlled by program Units: Text This is either Check or Design indicating whether the frame object is to be checked or designed. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Field: Location Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Table: Concrete Design 1 - Column Summary Data - ACI 318-99 Field: Frame Page 1788 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: PMMCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the PMM bar area or ratio is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Field: PMMArea Field is Imported: No Format: Rebar Area (Section Dimensions section of form) Units: Length2 The total longitudinal rebar area required for the axial force plus biaxial moment (PMM) design at the specified location. This item is only applicable if the DesignOpt item is Design. Field: PMMRatio Field is Imported: No Format: Controlled by program Units: Unitless The axial force plus biaxial moment (PMM) stress ratio at the specified location. This item is only applicable if the DesignOpt item is Check. Field: VMajCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the major shear bar area per unit length is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Table: Concrete Design 1 - Column Summary Data - ACI 318-99 Field: PMMCombo Page 1789 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VMajRebar Field is Imported: No Format: Rebar Area/Length (Section Dimensions section of form) Units: in2/ft The required area of transverse shear reinforcing per unit length along the beam for major shear at the specified location. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: VMinCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the minor shear bar area per unit length is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: VMinRebar Field is Imported: No Format: Rebar Area/Length (Section Dimensions section of form) Units: in2/ft The required area of transverse shear reinforcing per unit length along the beam for minor shear at the specified location. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Concrete Design 1 - Column Summary Data - ACI 318-99 Field: VMajRebar Page 1790 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Concrete Design 1 - Column Summary Data - AS 3600-01 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Field: DesignOpt Field is Imported: No Format: Controlled by program Units: Text This is either Check or Design indicating whether the frame object is to be checked or designed. Table: Concrete Design 1 - Column Summary Data - AS 3600-01 Field: ErrMsg Page 1791 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Field: Location Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: PMMCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the PMM bar area or ratio is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Field: PMMArea Field is Imported: No Format: Rebar Area (Section Dimensions section of form) Units: Length2 The total longitudinal rebar area required for the axial force plus biaxial moment (PMM) design at the specified location. This item is only applicable if the DesignOpt item is Design. Field: PMMRatio Field is Imported: No Format: Controlled by program Units: Unitless The axial force plus biaxial moment (PMM) stress ratio at the specified location. This item is only applicable if the DesignOpt item is Check. Table: Concrete Design 1 - Column Summary Data - AS 3600-01 Field: Status Page 1792 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VMajCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the major shear bar area per unit length is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: VMajRebar Field is Imported: No Format: Rebar Area/Length (Section Dimensions section of form) Units: in2/ft The required area of transverse shear reinforcing per unit length along the beam for major shear at the specified location. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: VMinCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the minor shear bar area per unit length is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Concrete Design 1 - Column Summary Data - AS 3600-01 Field: VMajCombo Page 1793 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VMinRebar Field is Imported: No Format: Rebar Area/Length (Section Dimensions section of form) Units: in2/ft The required area of transverse shear reinforcing per unit length along the beam for minor shear at the specified location. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Concrete Design 1 - Column Summary Data - BS8110 89 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Table: Concrete Design 1 - Column Summary Data - BS8110 89 Field: VMinRebar Page 1794 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Field: DesignOpt Field is Imported: No Format: Controlled by program Units: Text This is either Check or Design indicating whether the frame object is to be checked or designed. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Field: Location Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: PMMCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the PMM bar area or ratio is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Table: Concrete Design 1 - Column Summary Data - BS8110 89 Field: DesignType Page 1795 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: PMMArea Field is Imported: No Format: Rebar Area (Section Dimensions section of form) Units: Length2 The total longitudinal rebar area required for the axial force plus biaxial moment (PMM) design at the specified location. This item is only applicable if the DesignOpt item is Design. Field: PMMRatio Field is Imported: No Format: Controlled by program Units: Unitless The axial force plus biaxial moment (PMM) stress ratio at the specified location. This item is only applicable if the DesignOpt item is Check. Field: VMajCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the major shear bar area per unit length is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: VMajRebar Field is Imported: No Format: Rebar Area/Length (Section Dimensions section of form) Units: in2/ft The required area of transverse shear reinforcing per unit length along the beam for major shear at the specified location. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Table: Concrete Design 1 - Column Summary Data - BS8110 89 Field: PMMArea Page 1796 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VMinCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the minor shear bar area per unit length is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: VMinRebar Field is Imported: No Format: Rebar Area/Length (Section Dimensions section of form) Units: in2/ft The required area of transverse shear reinforcing per unit length along the beam for minor shear at the specified location. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Concrete Design 1 - Column Summary Data - BS8110 89 Field: VMinCombo Page 1797 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Concrete Design 1 - Column Summary Data - BS8110 97 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Field: DesignOpt Field is Imported: No Format: Controlled by program Units: Text This is either Check or Design indicating whether the frame object is to be checked or designed. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Field: Location Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Table: Concrete Design 1 - Column Summary Data - BS8110 97 Field: Frame Page 1798 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: PMMCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the PMM bar area or ratio is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Field: PMMArea Field is Imported: No Format: Rebar Area (Section Dimensions section of form) Units: Length2 The total longitudinal rebar area required for the axial force plus biaxial moment (PMM) design at the specified location. This item is only applicable if the DesignOpt item is Design. Field: PMMRatio Field is Imported: No Format: Controlled by program Units: Unitless The axial force plus biaxial moment (PMM) stress ratio at the specified location. This item is only applicable if the DesignOpt item is Check. Field: VMajCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the major shear bar area per unit length is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Table: Concrete Design 1 - Column Summary Data - BS8110 97 Field: PMMCombo Page 1799 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VMajRebar Field is Imported: No Format: Rebar Area/Length (Section Dimensions section of form) Units: in2/ft The required area of transverse shear reinforcing per unit length along the beam for major shear at the specified location. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: VMinCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the minor shear bar area per unit length is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: VMinRebar Field is Imported: No Format: Rebar Area/Length (Section Dimensions section of form) Units: in2/ft The required area of transverse shear reinforcing per unit length along the beam for minor shear at the specified location. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Concrete Design 1 - Column Summary Data - BS8110 97 Field: VMajRebar Page 1800 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Concrete Design 1 - Column Summary Data - Chinese 2002 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Field: DesignOpt Field is Imported: No Format: Controlled by program Units: Text This is either Check or Design indicating whether the frame object is to be checked or designed. Table: Concrete Design 1 - Column Summary Data - Chinese 2002 Field: ErrMsg Page 1801 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Field: Location Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: PMMCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the PMM bar area or ratio is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Field: PMMArea Field is Imported: No Format: Rebar Area (Section Dimensions section of form) Units: Length2 The total longitudinal rebar area required for the axial force plus biaxial moment (PMM) design at the specified location. This item is only applicable if the DesignOpt item is Design. Field: PMMRatio Field is Imported: No Format: Controlled by program Units: Unitless The axial force plus biaxial moment (PMM) stress ratio at the specified location. This item is only applicable if the DesignOpt item is Check. Table: Concrete Design 1 - Column Summary Data - Chinese 2002 Field: Status Page 1802 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VMajCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the major shear bar area per unit length is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: VMajRebar Field is Imported: No Format: Rebar Area/Length (Section Dimensions section of form) Units: in2/ft The required area of transverse shear reinforcing per unit length along the beam for major shear at the specified location. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: VMinCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the minor shear bar area per unit length is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Concrete Design 1 - Column Summary Data - Chinese 2002 Field: VMajCombo Page 1803 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VMinRebar Field is Imported: No Format: Rebar Area/Length (Section Dimensions section of form) Units: in2/ft The required area of transverse shear reinforcing per unit length along the beam for minor shear at the specified location. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Concrete Design 1 - Column Summary Data - CSA A233-04 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Table: Concrete Design 1 - Column Summary Data - CSA A233-04 Field: VMinRebar Page 1804 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Field: DesignOpt Field is Imported: No Format: Controlled by program Units: Text This is either Check or Design indicating whether the frame object is to be checked or designed. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Field: Location Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: PMMCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the PMM bar area or ratio is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Table: Concrete Design 1 - Column Summary Data - CSA A233-04 Field: DesignType Page 1805 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: PMMArea Field is Imported: No Format: Rebar Area (Section Dimensions section of form) Units: Length2 The total longitudinal rebar area required for the axial force plus biaxial moment (PMM) design at the specified location. This item is only applicable if the DesignOpt item is Design. Field: PMMRatio Field is Imported: No Format: Controlled by program Units: Unitless The axial force plus biaxial moment (PMM) stress ratio at the specified location. This item is only applicable if the DesignOpt item is Check. Field: VMajCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the major shear bar area per unit length is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: VMajRebar Field is Imported: No Format: Rebar Area/Length (Section Dimensions section of form) Units: in2/ft The required area of transverse shear reinforcing per unit length along the beam for major shear at the specified location. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Table: Concrete Design 1 - Column Summary Data - CSA A233-04 Field: PMMArea Page 1806 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VMinCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the minor shear bar area per unit length is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: VMinRebar Field is Imported: No Format: Rebar Area/Length (Section Dimensions section of form) Units: in2/ft The required area of transverse shear reinforcing per unit length along the beam for minor shear at the specified location. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Concrete Design 1 - Column Summary Data - CSA A233-04 Field: VMinCombo Page 1807 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Concrete Design 1 - Column Summary Data - CSA-A233-94 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Field: DesignOpt Field is Imported: No Format: Controlled by program Units: Text This is either Check or Design indicating whether the frame object is to be checked or designed. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Field: Location Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Table: Concrete Design 1 - Column Summary Data - CSA-A233-94 Field: Frame Page 1808 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: PMMCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the PMM bar area or ratio is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Field: PMMArea Field is Imported: No Format: Rebar Area (Section Dimensions section of form) Units: Length2 The total longitudinal rebar area required for the axial force plus biaxial moment (PMM) design at the specified location. This item is only applicable if the DesignOpt item is Design. Field: PMMRatio Field is Imported: No Format: Controlled by program Units: Unitless The axial force plus biaxial moment (PMM) stress ratio at the specified location. This item is only applicable if the DesignOpt item is Check. Field: VMajCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the major shear bar area per unit length is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Table: Concrete Design 1 - Column Summary Data - CSA-A233-94 Field: PMMCombo Page 1809 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VMajRebar Field is Imported: No Format: Rebar Area/Length (Section Dimensions section of form) Units: in2/ft The required area of transverse shear reinforcing per unit length along the beam for major shear at the specified location. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: VMinCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the minor shear bar area per unit length is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: VMinRebar Field is Imported: No Format: Rebar Area/Length (Section Dimensions section of form) Units: in2/ft The required area of transverse shear reinforcing per unit length along the beam for minor shear at the specified location. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Concrete Design 1 - Column Summary Data - CSA-A233-94 Field: VMajRebar Page 1810 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Concrete Design 1 - Column Summary Data - EUROCODE 2-1992 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Field: DesignOpt Field is Imported: No Format: Controlled by program Units: Text This is either Check or Design indicating whether the frame object is to be checked or designed. Table: Concrete Design 1 - Column Summary Data - EUROCODE 2-1992 Field: ErrMsg Page 1811 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Field: Location Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: PMMCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the PMM bar area or ratio is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Field: PMMArea Field is Imported: No Format: Rebar Area (Section Dimensions section of form) Units: Length2 The total longitudinal rebar area required for the axial force plus biaxial moment (PMM) design at the specified location. This item is only applicable if the DesignOpt item is Design. Field: PMMRatio Field is Imported: No Format: Controlled by program Units: Unitless The axial force plus biaxial moment (PMM) stress ratio at the specified location. This item is only applicable if the DesignOpt item is Check. Table: Concrete Design 1 - Column Summary Data - EUROCODE 2-1992 Field: Status Page 1812 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VMajCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the major shear bar area per unit length is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: VMajRebar Field is Imported: No Format: Rebar Area/Length (Section Dimensions section of form) Units: in2/ft The required area of transverse shear reinforcing per unit length along the beam for major shear at the specified location. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: VMinCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the minor shear bar area per unit length is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Concrete Design 1 - Column Summary Data - EUROCODE 2-1992 Field: VMajCombo Page 1813 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VMinRebar Field is Imported: No Format: Rebar Area/Length (Section Dimensions section of form) Units: in2/ft The required area of transverse shear reinforcing per unit length along the beam for minor shear at the specified location. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Concrete Design 1 - Column Summary Data - Eurocode 2-2004 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Table: Concrete Design 1 - Column Summary Data - Eurocode 2-2004 Field: VMinRebar Page 1814 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Field: DesignOpt Field is Imported: No Format: Controlled by program Units: Text This is either Check or Design indicating whether the frame object is to be checked or designed. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Field: Location Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: PMMCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the PMM bar area or ratio is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Table: Concrete Design 1 - Column Summary Data - Eurocode 2-2004 Field: DesignType Page 1815 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: PMMArea Field is Imported: No Format: Rebar Area (Section Dimensions section of form) Units: Length2 The total longitudinal rebar area required for the axial force plus biaxial moment (PMM) design at the specified location. This item is only applicable if the DesignOpt item is Design. Field: PMMRatio Field is Imported: No Format: Controlled by program Units: Unitless The axial force plus biaxial moment (PMM) stress ratio at the specified location. This item is only applicable if the DesignOpt item is Check. Field: VMajCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the major shear bar area per unit length is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: VMajRebar Field is Imported: No Format: Rebar Area/Length (Section Dimensions section of form) Units: in2/ft The required area of transverse shear reinforcing per unit length along the beam for major shear at the specified location. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Table: Concrete Design 1 - Column Summary Data - Eurocode 2-2004 Field: PMMArea Page 1816 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VMinCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the minor shear bar area per unit length is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: VMinRebar Field is Imported: No Format: Rebar Area/Length (Section Dimensions section of form) Units: in2/ft The required area of transverse shear reinforcing per unit length along the beam for minor shear at the specified location. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Concrete Design 1 - Column Summary Data - Eurocode 2-2004 Field: VMinCombo Page 1817 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Concrete Design 1 - Column Summary Data - Hong Kong CP 2004 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Field: DesignOpt Field is Imported: No Format: Controlled by program Units: Text This is either Check or Design indicating whether the frame object is to be checked or designed. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Field: Location Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Table: Concrete Design 1 - Column Summary Data - Hong Kong CP 2004 Field: Frame Page 1818 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: PMMCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the PMM bar area or ratio is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Field: PMMArea Field is Imported: No Format: Rebar Area (Section Dimensions section of form) Units: Length2 The total longitudinal rebar area required for the axial force plus biaxial moment (PMM) design at the specified location. This item is only applicable if the DesignOpt item is Design. Field: PMMRatio Field is Imported: No Format: Controlled by program Units: Unitless The axial force plus biaxial moment (PMM) stress ratio at the specified location. This item is only applicable if the DesignOpt item is Check. Field: VMajCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the major shear bar area per unit length is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Table: Concrete Design 1 - Column Summary Data - Hong Kong CP 2004 Field: PMMCombo Page 1819 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VMajRebar Field is Imported: No Format: Rebar Area/Length (Section Dimensions section of form) Units: in2/ft The required area of transverse shear reinforcing per unit length along the beam for major shear at the specified location. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: VMinCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the minor shear bar area per unit length is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: VMinRebar Field is Imported: No Format: Rebar Area/Length (Section Dimensions section of form) Units: in2/ft The required area of transverse shear reinforcing per unit length along the beam for minor shear at the specified location. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Concrete Design 1 - Column Summary Data - Hong Kong CP 2004 Field: VMajRebar Page 1820 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Concrete Design 1 - Column Summary Data - Indian IS 456-2000 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Field: DesignOpt Field is Imported: No Format: Controlled by program Units: Text This is either Check or Design indicating whether the frame object is to be checked or designed. Table: Concrete Design 1 - Column Summary Data - Indian IS 456-2000 Field: ErrMsg Page 1821 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Field: Location Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: PMMCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the PMM bar area or ratio is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Field: PMMArea Field is Imported: No Format: Rebar Area (Section Dimensions section of form) Units: Length2 The total longitudinal rebar area required for the axial force plus biaxial moment (PMM) design at the specified location. This item is only applicable if the DesignOpt item is Design. Field: PMMRatio Field is Imported: No Format: Controlled by program Units: Unitless The axial force plus biaxial moment (PMM) stress ratio at the specified location. This item is only applicable if the DesignOpt item is Check. Table: Concrete Design 1 - Column Summary Data - Indian IS 456-2000 Field: Status Page 1822 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VMajCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the major shear bar area per unit length is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: VMajRebar Field is Imported: No Format: Rebar Area/Length (Section Dimensions section of form) Units: in2/ft The required area of transverse shear reinforcing per unit length along the beam for major shear at the specified location. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: VMinCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the minor shear bar area per unit length is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Concrete Design 1 - Column Summary Data - Indian IS 456-2000 Field: VMajCombo Page 1823 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VMinRebar Field is Imported: No Format: Rebar Area/Length (Section Dimensions section of form) Units: in2/ft The required area of transverse shear reinforcing per unit length along the beam for minor shear at the specified location. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Concrete Design 1 - Column Summary Data - Italian DM 14-2-92 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Table: Concrete Design 1 - Column Summary Data - Italian DM 14-2-92 Field: VMinRebar Page 1824 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Field: DesignOpt Field is Imported: No Format: Controlled by program Units: Text This is either Check or Design indicating whether the frame object is to be checked or designed. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Field: Location Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: PMMCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the PMM bar area or ratio is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Table: Concrete Design 1 - Column Summary Data - Italian DM 14-2-92 Field: DesignType Page 1825 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: PMMArea Field is Imported: No Format: Rebar Area (Section Dimensions section of form) Units: Length2 The total longitudinal rebar area required for the axial force plus biaxial moment (PMM) design at the specified location. This item is only applicable if the DesignOpt item is Design. Field: PMMRatio Field is Imported: No Format: Controlled by program Units: Unitless The axial force plus biaxial moment (PMM) stress ratio at the specified location. This item is only applicable if the DesignOpt item is Check. Field: VMajCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the major shear bar area per unit length is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: VMajRebar Field is Imported: No Format: Rebar Area/Length (Section Dimensions section of form) Units: in2/ft The required area of transverse shear reinforcing per unit length along the beam for major shear at the specified location. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Table: Concrete Design 1 - Column Summary Data - Italian DM 14-2-92 Field: PMMArea Page 1826 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VMinCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the minor shear bar area per unit length is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: VMinRebar Field is Imported: No Format: Rebar Area/Length (Section Dimensions section of form) Units: in2/ft The required area of transverse shear reinforcing per unit length along the beam for minor shear at the specified location. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Concrete Design 1 - Column Summary Data - Italian DM 14-2-92 Field: VMinCombo Page 1827 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Concrete Design 1 - Column Summary Data - KCI-1999 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Field: DesignOpt Field is Imported: No Format: Controlled by program Units: Text This is either Check or Design indicating whether the frame object is to be checked or designed. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Field: Location Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Table: Concrete Design 1 - Column Summary Data - KCI-1999 Field: Frame Page 1828 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: PMMCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the PMM bar area or ratio is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Field: PMMArea Field is Imported: No Format: Rebar Area (Section Dimensions section of form) Units: Length2 The total longitudinal rebar area required for the axial force plus biaxial moment (PMM) design at the specified location. This item is only applicable if the DesignOpt item is Design. Field: PMMRatio Field is Imported: No Format: Controlled by program Units: Unitless The axial force plus biaxial moment (PMM) stress ratio at the specified location. This item is only applicable if the DesignOpt item is Check. Field: VMajCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the major shear bar area per unit length is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Table: Concrete Design 1 - Column Summary Data - KCI-1999 Field: PMMCombo Page 1829 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VMajRebar Field is Imported: No Format: Rebar Area/Length (Section Dimensions section of form) Units: in2/ft The required area of transverse shear reinforcing per unit length along the beam for major shear at the specified location. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: VMinCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the minor shear bar area per unit length is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: VMinRebar Field is Imported: No Format: Rebar Area/Length (Section Dimensions section of form) Units: in2/ft The required area of transverse shear reinforcing per unit length along the beam for minor shear at the specified location. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Concrete Design 1 - Column Summary Data - KCI-1999 Field: VMajRebar Page 1830 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Concrete Design 1 - Column Summary Data - Mexican RCDF 2001 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Field: DesignOpt Field is Imported: No Format: Controlled by program Units: Text This is either Check or Design indicating whether the frame object is to be checked or designed. Table: Concrete Design 1 - Column Summary Data - Mexican RCDF 2001 Field: ErrMsg Page 1831 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Field: Location Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: PMMCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the PMM bar area or ratio is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Field: PMMArea Field is Imported: No Format: Rebar Area (Section Dimensions section of form) Units: Length2 The total longitudinal rebar area required for the axial force plus biaxial moment (PMM) design at the specified location. This item is only applicable if the DesignOpt item is Design. Field: PMMRatio Field is Imported: No Format: Controlled by program Units: Unitless The axial force plus biaxial moment (PMM) stress ratio at the specified location. This item is only applicable if the DesignOpt item is Check. Table: Concrete Design 1 - Column Summary Data - Mexican RCDF 2001 Field: Status Page 1832 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VMajCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the major shear bar area per unit length is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: VMajRebar Field is Imported: No Format: Rebar Area/Length (Section Dimensions section of form) Units: in2/ft The required area of transverse shear reinforcing per unit length along the beam for major shear at the specified location. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: VMinCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the minor shear bar area per unit length is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Concrete Design 1 - Column Summary Data - Mexican RCDF 2001 Field: VMajCombo Page 1833 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VMinRebar Field is Imported: No Format: Rebar Area/Length (Section Dimensions section of form) Units: in2/ft The required area of transverse shear reinforcing per unit length along the beam for minor shear at the specified location. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Concrete Design 1 - Column Summary Data - NZS 3101-95 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Table: Concrete Design 1 - Column Summary Data - NZS 3101-95 Field: VMinRebar Page 1834 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Field: DesignOpt Field is Imported: No Format: Controlled by program Units: Text This is either Check or Design indicating whether the frame object is to be checked or designed. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Field: Location Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: PMMCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the PMM bar area or ratio is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Table: Concrete Design 1 - Column Summary Data - NZS 3101-95 Field: DesignType Page 1835 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: PMMArea Field is Imported: No Format: Rebar Area (Section Dimensions section of form) Units: Length2 The total longitudinal rebar area required for the axial force plus biaxial moment (PMM) design at the specified location. This item is only applicable if the DesignOpt item is Design. Field: PMMRatio Field is Imported: No Format: Controlled by program Units: Unitless The axial force plus biaxial moment (PMM) stress ratio at the specified location. This item is only applicable if the DesignOpt item is Check. Field: VMajCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the major shear bar area per unit length is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: VMajRebar Field is Imported: No Format: Rebar Area/Length (Section Dimensions section of form) Units: in2/ft The required area of transverse shear reinforcing per unit length along the beam for major shear at the specified location. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Table: Concrete Design 1 - Column Summary Data - NZS 3101-95 Field: PMMArea Page 1836 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VMinCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the minor shear bar area per unit length is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: VMinRebar Field is Imported: No Format: Rebar Area/Length (Section Dimensions section of form) Units: in2/ft The required area of transverse shear reinforcing per unit length along the beam for minor shear at the specified location. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Concrete Design 1 - Column Summary Data - NZS 3101-95 Field: VMinCombo Page 1837 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Concrete Design 1 - Column Summary Data - Singapore CP 65:99 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Field: DesignOpt Field is Imported: No Format: Controlled by program Units: Text This is either Check or Design indicating whether the frame object is to be checked or designed. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Field: Location Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Table: Concrete Design 1 - Column Summary Data - Singapore CP 65:99 Field: Frame Page 1838 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: PMMCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the PMM bar area or ratio is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Field: PMMArea Field is Imported: No Format: Rebar Area (Section Dimensions section of form) Units: Length2 The total longitudinal rebar area required for the axial force plus biaxial moment (PMM) design at the specified location. This item is only applicable if the DesignOpt item is Design. Field: PMMRatio Field is Imported: No Format: Controlled by program Units: Unitless The axial force plus biaxial moment (PMM) stress ratio at the specified location. This item is only applicable if the DesignOpt item is Check. Field: VMajCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the major shear bar area per unit length is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Table: Concrete Design 1 - Column Summary Data - Singapore CP 65:99 Field: PMMCombo Page 1839 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VMajRebar Field is Imported: No Format: Rebar Area/Length (Section Dimensions section of form) Units: in2/ft The required area of transverse shear reinforcing per unit length along the beam for major shear at the specified location. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: VMinCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the minor shear bar area per unit length is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: VMinRebar Field is Imported: No Format: Rebar Area/Length (Section Dimensions section of form) Units: in2/ft The required area of transverse shear reinforcing per unit length along the beam for minor shear at the specified location. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Concrete Design 1 - Column Summary Data - Singapore CP 65:99 Field: VMajRebar Page 1840 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Concrete Design 1 - Column Summary Data - UBC97 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Field: DesignOpt Field is Imported: No Format: Controlled by program Units: Text This is either Check or Design indicating whether the frame object is to be checked or designed. Table: Concrete Design 1 - Column Summary Data - UBC97 Field: ErrMsg Page 1841 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Field: Location Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: PMMCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the PMM bar area or ratio is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Field: PMMArea Field is Imported: No Format: Rebar Area (Section Dimensions section of form) Units: Length2 The total longitudinal rebar area required for the axial force plus biaxial moment (PMM) design at the specified location. This item is only applicable if the DesignOpt item is Design. Field: PMMRatio Field is Imported: No Format: Controlled by program Units: Unitless The axial force plus biaxial moment (PMM) stress ratio at the specified location. This item is only applicable if the DesignOpt item is Check. Table: Concrete Design 1 - Column Summary Data - UBC97 Field: Status Page 1842 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VMajCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the major shear bar area per unit length is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: VMajRebar Field is Imported: No Format: Rebar Area/Length (Section Dimensions section of form) Units: in2/ft The required area of transverse shear reinforcing per unit length along the beam for major shear at the specified location. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: VMinCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the minor shear bar area per unit length is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Concrete Design 1 - Column Summary Data - UBC97 Field: VMajCombo Page 1843 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VMinRebar Field is Imported: No Format: Rebar Area/Length (Section Dimensions section of form) Units: in2/ft The required area of transverse shear reinforcing per unit length along the beam for minor shear at the specified location. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Concrete Design 2 - Beam Summary Data - ACI 318-02 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Table: Concrete Design 2 - Beam Summary Data - ACI 318-02 Field: VMinRebar Page 1844 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Field: Location Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: FTopCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the flexural top bar area is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Field: FTopArea Field is Imported: No Format: Rebar Area (Section Dimensions section of form) Units: Length2 The total longitudinal top rebar area required for flexure at the specified location. This does not include the area of longitudinal rebar required for torsion, if any. Table: Concrete Design 2 - Beam Summary Data - ACI 318-02 Field: DesignType Page 1845 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: FBotCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the flexural bottom bar area is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Field: FBotArea Field is Imported: No Format: Rebar Area (Section Dimensions section of form) Units: Length2 The total longitudinal bottom rebar area required for flexure at the specified location. This does not include the area of longitudinal rebar required for torsion, if any. Field: VCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the shear rebar area per unit length is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Field: VRebar Field is Imported: No Format: Rebar Area/Length (Section Dimensions section of form) Units: in2/ft The required area of transverse shear reinforcing per unit length along the beam for shear at the specified location. This does not include the area of transverse reinforcing required for torsion, if any. Table: Concrete Design 2 - Beam Summary Data - ACI 318-02 Field: FBotCombo Page 1846 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: TLngCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the area of longitudinal rebar for torsion is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Field: TLngArea Field is Imported: No Format: Rebar Area (Section Dimensions section of form) Units: Length2 The required area of longitudinal reinforcing required for torsion. This does not include the area of longitudinal rebar required for flexure, if any. Field: TTrnCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the area of transverse rebar for torsion is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Field: TTrnRebar Field is Imported: No Format: Rebar Area/Length (Section Dimensions section of form) Units: in2/ft The required area per unit length along the beam of one leg of a closed stirrup around the perimeter of the beam at the specified location. This does not include the area of transverse reinforcing required for shear, if any. Table: Concrete Design 2 - Beam Summary Data - ACI 318-02 Field: TLngCombo Page 1847 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Concrete Design 2 - Beam Summary Data - ACI 318-05/IBC2003 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Table: Concrete Design 2 - Beam Summary Data - ACI 318-05/IBC2003 Field: ErrMsg Page 1848 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Location Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: FTopCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the flexural top bar area is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Field: FTopArea Field is Imported: No Format: Rebar Area (Section Dimensions section of form) Units: Length2 The total longitudinal top rebar area required for flexure at the specified location. This does not include the area of longitudinal rebar required for torsion, if any. Field: FBotCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the flexural bottom bar area is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Table: Concrete Design 2 - Beam Summary Data - ACI 318-05/IBC2003 Field: Location Page 1849 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: FBotArea Field is Imported: No Format: Rebar Area (Section Dimensions section of form) Units: Length2 The total longitudinal bottom rebar area required for flexure at the specified location. This does not include the area of longitudinal rebar required for torsion, if any. Field: VCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the shear rebar area per unit length is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Field: VRebar Field is Imported: No Format: Rebar Area/Length (Section Dimensions section of form) Units: in2/ft The required area of transverse shear reinforcing per unit length along the beam for shear at the specified location. This does not include the area of transverse reinforcing required for torsion, if any. Field: TLngCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the area of longitudinal rebar for torsion is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Table: Concrete Design 2 - Beam Summary Data - ACI 318-05/IBC2003 Field: FBotArea Page 1850 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: TLngArea Field is Imported: No Format: Rebar Area (Section Dimensions section of form) Units: Length2 The required area of longitudinal reinforcing required for torsion. This does not include the area of longitudinal rebar required for flexure, if any. Field: TTrnCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the area of transverse rebar for torsion is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Field: TTrnRebar Field is Imported: No Format: Rebar Area/Length (Section Dimensions section of form) Units: in2/ft The required area per unit length along the beam of one leg of a closed stirrup around the perimeter of the beam at the specified location. This does not include the area of transverse reinforcing required for shear, if any. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Concrete Design 2 - Beam Summary Data - ACI 318-05/IBC2003 Field: TLngArea Page 1851 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Concrete Design 2 - Beam Summary Data - ACI 318-99 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Field: Location Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: FTopCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the flexural top bar area is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). Table: Concrete Design 2 - Beam Summary Data - ACI 318-99 Field: Frame Page 1852 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Field: FTopArea Field is Imported: No Format: Rebar Area (Section Dimensions section of form) Units: Length2 The total longitudinal top rebar area required for flexure at the specified location. This does not include the area of longitudinal rebar required for torsion, if any. Field: FBotCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the flexural bottom bar area is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Field: FBotArea Field is Imported: No Format: Rebar Area (Section Dimensions section of form) Units: Length2 The total longitudinal bottom rebar area required for flexure at the specified location. This does not include the area of longitudinal rebar required for torsion, if any. Field: VCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the shear rebar area per unit length is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Table: Concrete Design 2 - Beam Summary Data - ACI 318-99 Field: FTopArea Page 1853 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VRebar Field is Imported: No Format: Rebar Area/Length (Section Dimensions section of form) Units: in2/ft The required area of transverse shear reinforcing per unit length along the beam for shear at the specified location. This does not include the area of transverse reinforcing required for torsion, if any. Field: TLngCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the area of longitudinal rebar for torsion is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Field: TLngArea Field is Imported: No Format: Rebar Area (Section Dimensions section of form) Units: Length2 The required area of longitudinal reinforcing required for torsion. This does not include the area of longitudinal rebar required for flexure, if any. Field: TTrnCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the area of transverse rebar for torsion is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Table: Concrete Design 2 - Beam Summary Data - ACI 318-99 Field: VRebar Page 1854 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: TTrnRebar Field is Imported: No Format: Rebar Area/Length (Section Dimensions section of form) Units: in2/ft The required area per unit length along the beam of one leg of a closed stirrup around the perimeter of the beam at the specified location. This does not include the area of transverse reinforcing required for shear, if any. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Concrete Design 2 - Beam Summary Data - AS 3600-01 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Table: Concrete Design 2 - Beam Summary Data - AS 3600-01 Field: TTrnRebar Page 1855 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Field: Location Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: FTopCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the flexural top bar area is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Field: FTopArea Field is Imported: No Format: Rebar Area (Section Dimensions section of form) Units: Length2 The total longitudinal top rebar area required for flexure at the specified location. This does not include the area of longitudinal rebar required for torsion, if any. Field: FBotCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the flexural bottom bar area is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified Table: Concrete Design 2 - Beam Summary Data - AS 3600-01 Field: Status Page 1856 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Field: FBotArea Field is Imported: No Format: Rebar Area (Section Dimensions section of form) Units: Length2 The total longitudinal bottom rebar area required for flexure at the specified location. This does not include the area of longitudinal rebar required for torsion, if any. Field: VCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the shear rebar area per unit length is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Field: VRebar Field is Imported: No Format: Rebar Area/Length (Section Dimensions section of form) Units: in2/ft The required area of transverse shear reinforcing per unit length along the beam for shear at the specified location. This does not include the area of transverse reinforcing required for torsion, if any. Field: TLngCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the area of longitudinal rebar for torsion is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Table: Concrete Design 2 - Beam Summary Data - AS 3600-01 Field: FBotArea Page 1857 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: TLngArea Field is Imported: No Format: Rebar Area (Section Dimensions section of form) Units: Length2 The required area of longitudinal reinforcing required for torsion. This does not include the area of longitudinal rebar required for flexure, if any. Field: TTrnCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the area of transverse rebar for torsion is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Field: TTrnRebar Field is Imported: No Format: Rebar Area/Length (Section Dimensions section of form) Units: in2/ft The required area per unit length along the beam of one leg of a closed stirrup around the perimeter of the beam at the specified location. This does not include the area of transverse reinforcing required for shear, if any. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Concrete Design 2 - Beam Summary Data - AS 3600-01 Field: TLngArea Page 1858 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Concrete Design 2 - Beam Summary Data - BS8110 89 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Field: Location Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: FTopCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the flexural top bar area is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). Table: Concrete Design 2 - Beam Summary Data - BS8110 89 Field: Frame Page 1859 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Field: FTopArea Field is Imported: No Format: Rebar Area (Section Dimensions section of form) Units: Length2 The total longitudinal top rebar area required for flexure at the specified location. This does not include the area of longitudinal rebar required for torsion, if any. Field: FBotCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the flexural bottom bar area is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Field: FBotArea Field is Imported: No Format: Rebar Area (Section Dimensions section of form) Units: Length2 The total longitudinal bottom rebar area required for flexure at the specified location. This does not include the area of longitudinal rebar required for torsion, if any. Field: VCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the shear rebar area per unit length is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Table: Concrete Design 2 - Beam Summary Data - BS8110 89 Field: FTopArea Page 1860 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VRebar Field is Imported: No Format: Rebar Area/Length (Section Dimensions section of form) Units: in2/ft The required area of transverse shear reinforcing per unit length along the beam for shear at the specified location. This does not include the area of transverse reinforcing required for torsion, if any. Field: TLngCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the area of longitudinal rebar for torsion is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Field: TLngArea Field is Imported: No Format: Rebar Area (Section Dimensions section of form) Units: Length2 The required area of longitudinal reinforcing required for torsion. This does not include the area of longitudinal rebar required for flexure, if any. Field: TTrnCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the area of transverse rebar for torsion is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Table: Concrete Design 2 - Beam Summary Data - BS8110 89 Field: VRebar Page 1861 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: TTrnRebar Field is Imported: No Format: Rebar Area/Length (Section Dimensions section of form) Units: in2/ft The required area per unit length along the beam of one leg of a closed stirrup around the perimeter of the beam at the specified location. This does not include the area of transverse reinforcing required for shear, if any. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Concrete Design 2 - Beam Summary Data - BS8110 97 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Table: Concrete Design 2 - Beam Summary Data - BS8110 97 Field: TTrnRebar Page 1862 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Field: Location Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: FTopCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the flexural top bar area is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Field: FTopArea Field is Imported: No Format: Rebar Area (Section Dimensions section of form) Units: Length2 The total longitudinal top rebar area required for flexure at the specified location. This does not include the area of longitudinal rebar required for torsion, if any. Field: FBotCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the flexural bottom bar area is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified Table: Concrete Design 2 - Beam Summary Data - BS8110 97 Field: Status Page 1863 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Field: FBotArea Field is Imported: No Format: Rebar Area (Section Dimensions section of form) Units: Length2 The total longitudinal bottom rebar area required for flexure at the specified location. This does not include the area of longitudinal rebar required for torsion, if any. Field: VCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the shear rebar area per unit length is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Field: VRebar Field is Imported: No Format: Rebar Area/Length (Section Dimensions section of form) Units: in2/ft The required area of transverse shear reinforcing per unit length along the beam for shear at the specified location. This does not include the area of transverse reinforcing required for torsion, if any. Field: TLngCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the area of longitudinal rebar for torsion is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Table: Concrete Design 2 - Beam Summary Data - BS8110 97 Field: FBotArea Page 1864 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: TLngArea Field is Imported: No Format: Rebar Area (Section Dimensions section of form) Units: Length2 The required area of longitudinal reinforcing required for torsion. This does not include the area of longitudinal rebar required for flexure, if any. Field: TTrnCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the area of transverse rebar for torsion is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Field: TTrnRebar Field is Imported: No Format: Rebar Area/Length (Section Dimensions section of form) Units: in2/ft The required area per unit length along the beam of one leg of a closed stirrup around the perimeter of the beam at the specified location. This does not include the area of transverse reinforcing required for shear, if any. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Concrete Design 2 - Beam Summary Data - BS8110 97 Field: TLngArea Page 1865 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Concrete Design 2 - Beam Summary Data - Chinese 2002 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Field: Location Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: FTopCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the flexural top bar area is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). Table: Concrete Design 2 - Beam Summary Data - Chinese 2002 Field: Frame Page 1866 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Field: FTopArea Field is Imported: No Format: Rebar Area (Section Dimensions section of form) Units: Length2 The total longitudinal top rebar area required for flexure at the specified location. This does not include the area of longitudinal rebar required for torsion, if any. Field: FBotCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the flexural bottom bar area is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Field: FBotArea Field is Imported: No Format: Rebar Area (Section Dimensions section of form) Units: Length2 The total longitudinal bottom rebar area required for flexure at the specified location. This does not include the area of longitudinal rebar required for torsion, if any. Field: VCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the shear rebar area per unit length is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Table: Concrete Design 2 - Beam Summary Data - Chinese 2002 Field: FTopArea Page 1867 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VRebar Field is Imported: No Format: Rebar Area/Length (Section Dimensions section of form) Units: in2/ft The required area of transverse shear reinforcing per unit length along the beam for shear at the specified location. This does not include the area of transverse reinforcing required for torsion, if any. Field: TLngCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the area of longitudinal rebar for torsion is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Field: TLngArea Field is Imported: No Format: Rebar Area (Section Dimensions section of form) Units: Length2 The required area of longitudinal reinforcing required for torsion. This does not include the area of longitudinal rebar required for flexure, if any. Field: TTrnCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the area of transverse rebar for torsion is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Table: Concrete Design 2 - Beam Summary Data - Chinese 2002 Field: VRebar Page 1868 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: TTrnRebar Field is Imported: No Format: Rebar Area/Length (Section Dimensions section of form) Units: in2/ft The required area per unit length along the beam of one leg of a closed stirrup around the perimeter of the beam at the specified location. This does not include the area of transverse reinforcing required for shear, if any. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Concrete Design 2 - Beam Summary Data - CSA A233-04 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Table: Concrete Design 2 - Beam Summary Data - CSA A233-04 Field: TTrnRebar Page 1869 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Field: Location Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: FTopCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the flexural top bar area is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Field: FTopArea Field is Imported: No Format: Rebar Area (Section Dimensions section of form) Units: Length2 The total longitudinal top rebar area required for flexure at the specified location. This does not include the area of longitudinal rebar required for torsion, if any. Field: FBotCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the flexural bottom bar area is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified Table: Concrete Design 2 - Beam Summary Data - CSA A233-04 Field: Status Page 1870 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Field: FBotArea Field is Imported: No Format: Rebar Area (Section Dimensions section of form) Units: Length2 The total longitudinal bottom rebar area required for flexure at the specified location. This does not include the area of longitudinal rebar required for torsion, if any. Field: VCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the shear rebar area per unit length is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Field: VRebar Field is Imported: No Format: Rebar Area/Length (Section Dimensions section of form) Units: in2/ft The required area of transverse shear reinforcing per unit length along the beam for shear at the specified location. This does not include the area of transverse reinforcing required for torsion, if any. Field: TLngCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the area of longitudinal rebar for torsion is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Table: Concrete Design 2 - Beam Summary Data - CSA A233-04 Field: FBotArea Page 1871 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: TLngArea Field is Imported: No Format: Rebar Area (Section Dimensions section of form) Units: Length2 The required area of longitudinal reinforcing required for torsion. This does not include the area of longitudinal rebar required for flexure, if any. Field: TTrnCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the area of transverse rebar for torsion is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Field: TTrnRebar Field is Imported: No Format: Rebar Area/Length (Section Dimensions section of form) Units: in2/ft The required area per unit length along the beam of one leg of a closed stirrup around the perimeter of the beam at the specified location. This does not include the area of transverse reinforcing required for shear, if any. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Concrete Design 2 - Beam Summary Data - CSA A233-04 Field: TLngArea Page 1872 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Concrete Design 2 - Beam Summary Data - CSA-A233-94 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Field: Location Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: FTopCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the flexural top bar area is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). Table: Concrete Design 2 - Beam Summary Data - CSA-A233-94 Field: Frame Page 1873 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Field: FTopArea Field is Imported: No Format: Rebar Area (Section Dimensions section of form) Units: Length2 The total longitudinal top rebar area required for flexure at the specified location. This does not include the area of longitudinal rebar required for torsion, if any. Field: FBotCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the flexural bottom bar area is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Field: FBotArea Field is Imported: No Format: Rebar Area (Section Dimensions section of form) Units: Length2 The total longitudinal bottom rebar area required for flexure at the specified location. This does not include the area of longitudinal rebar required for torsion, if any. Field: VCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the shear rebar area per unit length is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Table: Concrete Design 2 - Beam Summary Data - CSA-A233-94 Field: FTopArea Page 1874 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VRebar Field is Imported: No Format: Rebar Area/Length (Section Dimensions section of form) Units: in2/ft The required area of transverse shear reinforcing per unit length along the beam for shear at the specified location. This does not include the area of transverse reinforcing required for torsion, if any. Field: TLngCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the area of longitudinal rebar for torsion is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Field: TLngArea Field is Imported: No Format: Rebar Area (Section Dimensions section of form) Units: Length2 The required area of longitudinal reinforcing required for torsion. This does not include the area of longitudinal rebar required for flexure, if any. Field: TTrnCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the area of transverse rebar for torsion is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Table: Concrete Design 2 - Beam Summary Data - CSA-A233-94 Field: VRebar Page 1875 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: TTrnRebar Field is Imported: No Format: Rebar Area/Length (Section Dimensions section of form) Units: in2/ft The required area per unit length along the beam of one leg of a closed stirrup around the perimeter of the beam at the specified location. This does not include the area of transverse reinforcing required for shear, if any. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Concrete Design 2 - Beam Summary Data - EUROCODE 2-1992 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Table: Concrete Design 2 - Beam Summary Data - EUROCODE 2-1992 Field: TTrnRebar Page 1876 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Field: Location Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: FTopCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the flexural top bar area is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Field: FTopArea Field is Imported: No Format: Rebar Area (Section Dimensions section of form) Units: Length2 The total longitudinal top rebar area required for flexure at the specified location. This does not include the area of longitudinal rebar required for torsion, if any. Field: FBotCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the flexural bottom bar area is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified Table: Concrete Design 2 - Beam Summary Data - EUROCODE 2-1992 Field: Status Page 1877 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Field: FBotArea Field is Imported: No Format: Rebar Area (Section Dimensions section of form) Units: Length2 The total longitudinal bottom rebar area required for flexure at the specified location. This does not include the area of longitudinal rebar required for torsion, if any. Field: VCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the shear rebar area per unit length is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Field: VRebar Field is Imported: No Format: Rebar Area/Length (Section Dimensions section of form) Units: in2/ft The required area of transverse shear reinforcing per unit length along the beam for shear at the specified location. This does not include the area of transverse reinforcing required for torsion, if any. Field: TLngCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the area of longitudinal rebar for torsion is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Table: Concrete Design 2 - Beam Summary Data - EUROCODE 2-1992 Field: FBotArea Page 1878 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: TLngArea Field is Imported: No Format: Rebar Area (Section Dimensions section of form) Units: Length2 The required area of longitudinal reinforcing required for torsion. This does not include the area of longitudinal rebar required for flexure, if any. Field: TTrnCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the area of transverse rebar for torsion is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Field: TTrnRebar Field is Imported: No Format: Rebar Area/Length (Section Dimensions section of form) Units: in2/ft The required area per unit length along the beam of one leg of a closed stirrup around the perimeter of the beam at the specified location. This does not include the area of transverse reinforcing required for shear, if any. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Concrete Design 2 - Beam Summary Data - EUROCODE 2-1992 Field: TLngArea Page 1879 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Concrete Design 2 - Beam Summary Data - Eurocode 2-2004 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Field: Location Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: FTopCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the flexural top bar area is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). Table: Concrete Design 2 - Beam Summary Data - Eurocode 2-2004 Field: Frame Page 1880 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Field: FTopArea Field is Imported: No Format: Rebar Area (Section Dimensions section of form) Units: Length2 The total longitudinal top rebar area required for flexure at the specified location. This does not include the area of longitudinal rebar required for torsion, if any. Field: FBotCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the flexural bottom bar area is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Field: FBotArea Field is Imported: No Format: Rebar Area (Section Dimensions section of form) Units: Length2 The total longitudinal bottom rebar area required for flexure at the specified location. This does not include the area of longitudinal rebar required for torsion, if any. Field: VCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the shear rebar area per unit length is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Table: Concrete Design 2 - Beam Summary Data - Eurocode 2-2004 Field: FTopArea Page 1881 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VRebar Field is Imported: No Format: Rebar Area/Length (Section Dimensions section of form) Units: in2/ft The required area of transverse shear reinforcing per unit length along the beam for shear at the specified location. This does not include the area of transverse reinforcing required for torsion, if any. Field: TLngCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the area of longitudinal rebar for torsion is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Field: TLngArea Field is Imported: No Format: Rebar Area (Section Dimensions section of form) Units: Length2 The required area of longitudinal reinforcing required for torsion. This does not include the area of longitudinal rebar required for flexure, if any. Field: TTrnCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the area of transverse rebar for torsion is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Table: Concrete Design 2 - Beam Summary Data - Eurocode 2-2004 Field: VRebar Page 1882 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: TTrnRebar Field is Imported: No Format: Rebar Area/Length (Section Dimensions section of form) Units: in2/ft The required area per unit length along the beam of one leg of a closed stirrup around the perimeter of the beam at the specified location. This does not include the area of transverse reinforcing required for shear, if any. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Concrete Design 2 - Beam Summary Data - Hong Kong CP 2004 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Table: Concrete Design 2 - Beam Summary Data - Hong Kong CP 2004 Field: TTrnRebar Page 1883 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Field: Location Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: FTopCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the flexural top bar area is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Field: FTopArea Field is Imported: No Format: Rebar Area (Section Dimensions section of form) Units: Length2 The total longitudinal top rebar area required for flexure at the specified location. This does not include the area of longitudinal rebar required for torsion, if any. Field: FBotCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the flexural bottom bar area is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified Table: Concrete Design 2 - Beam Summary Data - Hong Kong CP 2004 Field: Status Page 1884 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Field: FBotArea Field is Imported: No Format: Rebar Area (Section Dimensions section of form) Units: Length2 The total longitudinal bottom rebar area required for flexure at the specified location. This does not include the area of longitudinal rebar required for torsion, if any. Field: VCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the shear rebar area per unit length is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Field: VRebar Field is Imported: No Format: Rebar Area/Length (Section Dimensions section of form) Units: in2/ft The required area of transverse shear reinforcing per unit length along the beam for shear at the specified location. This does not include the area of transverse reinforcing required for torsion, if any. Field: TLngCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the area of longitudinal rebar for torsion is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Table: Concrete Design 2 - Beam Summary Data - Hong Kong CP 2004 Field: FBotArea Page 1885 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: TLngArea Field is Imported: No Format: Rebar Area (Section Dimensions section of form) Units: Length2 The required area of longitudinal reinforcing required for torsion. This does not include the area of longitudinal rebar required for flexure, if any. Field: TTrnCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the area of transverse rebar for torsion is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Field: TTrnRebar Field is Imported: No Format: Rebar Area/Length (Section Dimensions section of form) Units: in2/ft The required area per unit length along the beam of one leg of a closed stirrup around the perimeter of the beam at the specified location. This does not include the area of transverse reinforcing required for shear, if any. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Concrete Design 2 - Beam Summary Data - Hong Kong CP 2004 Field: TLngArea Page 1886 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Concrete Design 2 - Beam Summary Data - Indian IS 456-2000 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Field: Location Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: FTopCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the flexural top bar area is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). Table: Concrete Design 2 - Beam Summary Data - Indian IS 456-2000 Field: Frame Page 1887 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Field: FTopArea Field is Imported: No Format: Rebar Area (Section Dimensions section of form) Units: Length2 The total longitudinal top rebar area required for flexure at the specified location. This does not include the area of longitudinal rebar required for torsion, if any. Field: FBotCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the flexural bottom bar area is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Field: FBotArea Field is Imported: No Format: Rebar Area (Section Dimensions section of form) Units: Length2 The total longitudinal bottom rebar area required for flexure at the specified location. This does not include the area of longitudinal rebar required for torsion, if any. Field: VCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the shear rebar area per unit length is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Table: Concrete Design 2 - Beam Summary Data - Indian IS 456-2000 Field: FTopArea Page 1888 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VRebar Field is Imported: No Format: Rebar Area/Length (Section Dimensions section of form) Units: in2/ft The required area of transverse shear reinforcing per unit length along the beam for shear at the specified location. This does not include the area of transverse reinforcing required for torsion, if any. Field: TLngCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the area of longitudinal rebar for torsion is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Field: TLngArea Field is Imported: No Format: Rebar Area (Section Dimensions section of form) Units: Length2 The required area of longitudinal reinforcing required for torsion. This does not include the area of longitudinal rebar required for flexure, if any. Field: TTrnCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the area of transverse rebar for torsion is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Table: Concrete Design 2 - Beam Summary Data - Indian IS 456-2000 Field: VRebar Page 1889 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: TTrnRebar Field is Imported: No Format: Rebar Area/Length (Section Dimensions section of form) Units: in2/ft The required area per unit length along the beam of one leg of a closed stirrup around the perimeter of the beam at the specified location. This does not include the area of transverse reinforcing required for shear, if any. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Concrete Design 2 - Beam Summary Data - Italian DM 14-2-92 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Table: Concrete Design 2 - Beam Summary Data - Italian DM 14-2-92 Field: TTrnRebar Page 1890 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Field: Location Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: FTopCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the flexural top bar area is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Field: FTopArea Field is Imported: No Format: Rebar Area (Section Dimensions section of form) Units: Length2 The total longitudinal top rebar area required for flexure at the specified location. This does not include the area of longitudinal rebar required for torsion, if any. Field: FBotCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the flexural bottom bar area is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified Table: Concrete Design 2 - Beam Summary Data - Italian DM 14-2-92 Field: Status Page 1891 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Field: FBotArea Field is Imported: No Format: Rebar Area (Section Dimensions section of form) Units: Length2 The total longitudinal bottom rebar area required for flexure at the specified location. This does not include the area of longitudinal rebar required for torsion, if any. Field: VCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the shear rebar area per unit length is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Field: VRebar Field is Imported: No Format: Rebar Area/Length (Section Dimensions section of form) Units: in2/ft The required area of transverse shear reinforcing per unit length along the beam for shear at the specified location. This does not include the area of transverse reinforcing required for torsion, if any. Field: TLngCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the area of longitudinal rebar for torsion is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Table: Concrete Design 2 - Beam Summary Data - Italian DM 14-2-92 Field: FBotArea Page 1892 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: TLngArea Field is Imported: No Format: Rebar Area (Section Dimensions section of form) Units: Length2 The required area of longitudinal reinforcing required for torsion. This does not include the area of longitudinal rebar required for flexure, if any. Field: TTrnCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the area of transverse rebar for torsion is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Field: TTrnRebar Field is Imported: No Format: Rebar Area/Length (Section Dimensions section of form) Units: in2/ft The required area per unit length along the beam of one leg of a closed stirrup around the perimeter of the beam at the specified location. This does not include the area of transverse reinforcing required for shear, if any. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Concrete Design 2 - Beam Summary Data - Italian DM 14-2-92 Field: TLngArea Page 1893 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Concrete Design 2 - Beam Summary Data - KCI-1999 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Field: Location Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: FTopCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the flexural top bar area is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). Table: Concrete Design 2 - Beam Summary Data - KCI-1999 Field: Frame Page 1894 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Field: FTopArea Field is Imported: No Format: Rebar Area (Section Dimensions section of form) Units: Length2 The total longitudinal top rebar area required for flexure at the specified location. This does not include the area of longitudinal rebar required for torsion, if any. Field: FBotCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the flexural bottom bar area is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Field: FBotArea Field is Imported: No Format: Rebar Area (Section Dimensions section of form) Units: Length2 The total longitudinal bottom rebar area required for flexure at the specified location. This does not include the area of longitudinal rebar required for torsion, if any. Field: VCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the shear rebar area per unit length is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Table: Concrete Design 2 - Beam Summary Data - KCI-1999 Field: FTopArea Page 1895 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VRebar Field is Imported: No Format: Rebar Area/Length (Section Dimensions section of form) Units: in2/ft The required area of transverse shear reinforcing per unit length along the beam for shear at the specified location. This does not include the area of transverse reinforcing required for torsion, if any. Field: TLngCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the area of longitudinal rebar for torsion is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Field: TLngArea Field is Imported: No Format: Rebar Area (Section Dimensions section of form) Units: Length2 The required area of longitudinal reinforcing required for torsion. This does not include the area of longitudinal rebar required for flexure, if any. Field: TTrnCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the area of transverse rebar for torsion is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Table: Concrete Design 2 - Beam Summary Data - KCI-1999 Field: VRebar Page 1896 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: TTrnRebar Field is Imported: No Format: Rebar Area/Length (Section Dimensions section of form) Units: in2/ft The required area per unit length along the beam of one leg of a closed stirrup around the perimeter of the beam at the specified location. This does not include the area of transverse reinforcing required for shear, if any. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Concrete Design 2 - Beam Summary Data - Mexican RCDF 2001 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Table: Concrete Design 2 - Beam Summary Data - Mexican RCDF 2001 Field: TTrnRebar Page 1897 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Field: Location Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: FTopCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the flexural top bar area is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Field: FTopArea Field is Imported: No Format: Rebar Area (Section Dimensions section of form) Units: Length2 The total longitudinal top rebar area required for flexure at the specified location. This does not include the area of longitudinal rebar required for torsion, if any. Field: FBotCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the flexural bottom bar area is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified Table: Concrete Design 2 - Beam Summary Data - Mexican RCDF 2001 Field: Status Page 1898 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Field: FBotArea Field is Imported: No Format: Rebar Area (Section Dimensions section of form) Units: Length2 The total longitudinal bottom rebar area required for flexure at the specified location. This does not include the area of longitudinal rebar required for torsion, if any. Field: VCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the shear rebar area per unit length is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Field: VRebar Field is Imported: No Format: Rebar Area/Length (Section Dimensions section of form) Units: in2/ft The required area of transverse shear reinforcing per unit length along the beam for shear at the specified location. This does not include the area of transverse reinforcing required for torsion, if any. Field: TLngCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the area of longitudinal rebar for torsion is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Table: Concrete Design 2 - Beam Summary Data - Mexican RCDF 2001 Field: FBotArea Page 1899 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: TLngArea Field is Imported: No Format: Rebar Area (Section Dimensions section of form) Units: Length2 The required area of longitudinal reinforcing required for torsion. This does not include the area of longitudinal rebar required for flexure, if any. Field: TTrnCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the area of transverse rebar for torsion is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Field: TTrnRebar Field is Imported: No Format: Rebar Area/Length (Section Dimensions section of form) Units: in2/ft The required area per unit length along the beam of one leg of a closed stirrup around the perimeter of the beam at the specified location. This does not include the area of transverse reinforcing required for shear, if any. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Concrete Design 2 - Beam Summary Data - Mexican RCDF 2001 Field: TLngArea Page 1900 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Concrete Design 2 - Beam Summary Data - NZS 3101-95 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Field: Location Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: FTopCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the flexural top bar area is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). Table: Concrete Design 2 - Beam Summary Data - NZS 3101-95 Field: Frame Page 1901 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Field: FTopArea Field is Imported: No Format: Rebar Area (Section Dimensions section of form) Units: Length2 The total longitudinal top rebar area required for flexure at the specified location. This does not include the area of longitudinal rebar required for torsion, if any. Field: FBotCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the flexural bottom bar area is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Field: FBotArea Field is Imported: No Format: Rebar Area (Section Dimensions section of form) Units: Length2 The total longitudinal bottom rebar area required for flexure at the specified location. This does not include the area of longitudinal rebar required for torsion, if any. Field: VCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the shear rebar area per unit length is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Table: Concrete Design 2 - Beam Summary Data - NZS 3101-95 Field: FTopArea Page 1902 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VRebar Field is Imported: No Format: Rebar Area/Length (Section Dimensions section of form) Units: in2/ft The required area of transverse shear reinforcing per unit length along the beam for shear at the specified location. This does not include the area of transverse reinforcing required for torsion, if any. Field: TLngCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the area of longitudinal rebar for torsion is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Field: TLngArea Field is Imported: No Format: Rebar Area (Section Dimensions section of form) Units: Length2 The required area of longitudinal reinforcing required for torsion. This does not include the area of longitudinal rebar required for flexure, if any. Field: TTrnCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the area of transverse rebar for torsion is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Table: Concrete Design 2 - Beam Summary Data - NZS 3101-95 Field: VRebar Page 1903 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: TTrnRebar Field is Imported: No Format: Rebar Area/Length (Section Dimensions section of form) Units: in2/ft The required area per unit length along the beam of one leg of a closed stirrup around the perimeter of the beam at the specified location. This does not include the area of transverse reinforcing required for shear, if any. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Concrete Design 2 - Beam Summary Data - Singapore CP 65:99 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Table: Concrete Design 2 - Beam Summary Data - Singapore CP 65:99 Field: TTrnRebar Page 1904 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Field: Location Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: FTopCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the flexural top bar area is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Field: FTopArea Field is Imported: No Format: Rebar Area (Section Dimensions section of form) Units: Length2 The total longitudinal top rebar area required for flexure at the specified location. This does not include the area of longitudinal rebar required for torsion, if any. Field: FBotCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the flexural bottom bar area is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified Table: Concrete Design 2 - Beam Summary Data - Singapore CP 65:99 Field: Status Page 1905 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Field: FBotArea Field is Imported: No Format: Rebar Area (Section Dimensions section of form) Units: Length2 The total longitudinal bottom rebar area required for flexure at the specified location. This does not include the area of longitudinal rebar required for torsion, if any. Field: VCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the shear rebar area per unit length is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Field: VRebar Field is Imported: No Format: Rebar Area/Length (Section Dimensions section of form) Units: in2/ft The required area of transverse shear reinforcing per unit length along the beam for shear at the specified location. This does not include the area of transverse reinforcing required for torsion, if any. Field: TLngCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the area of longitudinal rebar for torsion is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Table: Concrete Design 2 - Beam Summary Data - Singapore CP 65:99 Field: FBotArea Page 1906 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: TLngArea Field is Imported: No Format: Rebar Area (Section Dimensions section of form) Units: Length2 The required area of longitudinal reinforcing required for torsion. This does not include the area of longitudinal rebar required for flexure, if any. Field: TTrnCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the area of transverse rebar for torsion is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Field: TTrnRebar Field is Imported: No Format: Rebar Area/Length (Section Dimensions section of form) Units: in2/ft The required area per unit length along the beam of one leg of a closed stirrup around the perimeter of the beam at the specified location. This does not include the area of transverse reinforcing required for shear, if any. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Concrete Design 2 - Beam Summary Data - Singapore CP 65:99 Field: TLngArea Page 1907 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Concrete Design 2 - Beam Summary Data - UBC97 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Field: Location Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: FTopCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the flexural top bar area is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). Table: Concrete Design 2 - Beam Summary Data - UBC97 Field: Frame Page 1908 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Field: FTopArea Field is Imported: No Format: Rebar Area (Section Dimensions section of form) Units: Length2 The total longitudinal top rebar area required for flexure at the specified location. This does not include the area of longitudinal rebar required for torsion, if any. Field: FBotCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the flexural bottom bar area is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Field: FBotArea Field is Imported: No Format: Rebar Area (Section Dimensions section of form) Units: Length2 The total longitudinal bottom rebar area required for flexure at the specified location. This does not include the area of longitudinal rebar required for torsion, if any. Field: VCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the shear rebar area per unit length is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Table: Concrete Design 2 - Beam Summary Data - UBC97 Field: FTopArea Page 1909 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VRebar Field is Imported: No Format: Rebar Area/Length (Section Dimensions section of form) Units: in2/ft The required area of transverse shear reinforcing per unit length along the beam for shear at the specified location. This does not include the area of transverse reinforcing required for torsion, if any. Field: TLngCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the area of longitudinal rebar for torsion is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Field: TLngArea Field is Imported: No Format: Rebar Area (Section Dimensions section of form) Units: Length2 The required area of longitudinal reinforcing required for torsion. This does not include the area of longitudinal rebar required for flexure, if any. Field: TTrnCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the area of transverse rebar for torsion is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Table: Concrete Design 2 - Beam Summary Data - UBC97 Field: VRebar Page 1910 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: TTrnRebar Field is Imported: No Format: Rebar Area/Length (Section Dimensions section of form) Units: in2/ft The required area per unit length along the beam of one leg of a closed stirrup around the perimeter of the beam at the specified location. This does not include the area of transverse reinforcing required for shear, if any. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Concrete Design 3 - Joint Summary Data - ACI 318-02 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Table: Concrete Design 3 - Joint Summary Data - ACI 318-02 Field: TTrnRebar Page 1911 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: JSMajCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the joint shear ratio associated with the column major axis is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: JSMajRatio Field is Imported: No Format: Controlled by program Units: Unitless This is the joint shear divided by the joint shear capacity. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: JSMinCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the joint shear ratio associated with the column minor axis is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Concrete Design 3 - Joint Summary Data - ACI 318-02 Field: JSMajCombo Page 1912 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: JSMinRatio Field is Imported: No Format: Controlled by program Units: Unitless This is the joint shear divided by the joint shear capacity. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: CBMajCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the column/beam capacity ratio associated with the column major axis is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: CBMajRatio Field is Imported: No Format: Controlled by program Units: Unitless The column/beam capacity ratio associated with the column major axis. This is the sum of the column capacities divided by the sum of the beam capacities at the top of the specified column. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: CBMinCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the column/beam capacity ratio associated with the column minor axis is reported. It is either the name of a specified Table: Concrete Design 3 - Joint Summary Data - ACI 318-02 Field: JSMinRatio Page 1913 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: CBMinRatio Field is Imported: No Format: Controlled by program Units: Unitless The column/beam capacity ratio associated with the column major axis. This is the sum of the column capacities divided by the sum of the beam capacities at the top of the specified column. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Concrete Design 3 - Joint Summary Data - ACI 318-02 Field: CBMinRatio Page 1914 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Concrete Design 3 - Joint Summary Data - ACI 318-05/IBC2003 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Field: JSMajCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the joint shear ratio associated with the column major axis is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: JSMajRatio Field is Imported: No Format: Controlled by program Units: Unitless This is the joint shear divided by the joint shear capacity. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Table: Concrete Design 3 - Joint Summary Data - ACI 318-05/IBC2003 Field: Frame Page 1915 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: JSMinCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the joint shear ratio associated with the column minor axis is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: JSMinRatio Field is Imported: No Format: Controlled by program Units: Unitless This is the joint shear divided by the joint shear capacity. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: CBMajCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the column/beam capacity ratio associated with the column major axis is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Table: Concrete Design 3 - Joint Summary Data - ACI 318-05/IBC2003 Field: JSMinCombo Page 1916 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: CBMajRatio Field is Imported: No Format: Controlled by program Units: Unitless The column/beam capacity ratio associated with the column major axis. This is the sum of the column capacities divided by the sum of the beam capacities at the top of the specified column. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: CBMinCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the column/beam capacity ratio associated with the column minor axis is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: CBMinRatio Field is Imported: No Format: Controlled by program Units: Unitless The column/beam capacity ratio associated with the column major axis. This is the sum of the column capacities divided by the sum of the beam capacities at the top of the specified column. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Concrete Design 3 - Joint Summary Data - ACI 318-05/IBC2003 Field: CBMajRatio Page 1917 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Concrete Design 3 - Joint Summary Data - ACI 318-99 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Field: JSMajCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the joint shear ratio associated with the column major axis is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Table: Concrete Design 3 - Joint Summary Data - ACI 318-99 Field: ErrMsg Page 1918 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: JSMajRatio Field is Imported: No Format: Controlled by program Units: Unitless This is the joint shear divided by the joint shear capacity. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: JSMinCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the joint shear ratio associated with the column minor axis is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: JSMinRatio Field is Imported: No Format: Controlled by program Units: Unitless This is the joint shear divided by the joint shear capacity. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Concrete Design 3 - Joint Summary Data - ACI 318-99 Field: JSMajRatio Page 1919 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: CBMajCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the column/beam capacity ratio associated with the column major axis is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: CBMajRatio Field is Imported: No Format: Controlled by program Units: Unitless The column/beam capacity ratio associated with the column major axis. This is the sum of the column capacities divided by the sum of the beam capacities at the top of the specified column. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: CBMinCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the column/beam capacity ratio associated with the column minor axis is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Concrete Design 3 - Joint Summary Data - ACI 318-99 Field: CBMajCombo Page 1920 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: CBMinRatio Field is Imported: No Format: Controlled by program Units: Unitless The column/beam capacity ratio associated with the column major axis. This is the sum of the column capacities divided by the sum of the beam capacities at the top of the specified column. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Concrete Design 3 - Joint Summary Data - AS 3600-01 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Table: Concrete Design 3 - Joint Summary Data - AS 3600-01 Field: CBMinRatio Page 1921 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: JSMajCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the joint shear ratio associated with the column major axis is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: JSMajRatio Field is Imported: No Format: Controlled by program Units: Unitless This is the joint shear divided by the joint shear capacity. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: JSMinCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the joint shear ratio associated with the column minor axis is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Concrete Design 3 - Joint Summary Data - AS 3600-01 Field: JSMajCombo Page 1922 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: JSMinRatio Field is Imported: No Format: Controlled by program Units: Unitless This is the joint shear divided by the joint shear capacity. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: CBMajCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the column/beam capacity ratio associated with the column major axis is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: CBMajRatio Field is Imported: No Format: Controlled by program Units: Unitless The column/beam capacity ratio associated with the column major axis. This is the sum of the column capacities divided by the sum of the beam capacities at the top of the specified column. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: CBMinCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the column/beam capacity ratio associated with the column minor axis is reported. It is either the name of a specified Table: Concrete Design 3 - Joint Summary Data - AS 3600-01 Field: JSMinRatio Page 1923 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: CBMinRatio Field is Imported: No Format: Controlled by program Units: Unitless The column/beam capacity ratio associated with the column major axis. This is the sum of the column capacities divided by the sum of the beam capacities at the top of the specified column. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Concrete Design 3 - Joint Summary Data - AS 3600-01 Field: CBMinRatio Page 1924 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Concrete Design 3 - Joint Summary Data - BS8110 89 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Field: JSMajCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the joint shear ratio associated with the column major axis is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: JSMajRatio Field is Imported: No Format: Controlled by program Units: Unitless This is the joint shear divided by the joint shear capacity. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Table: Concrete Design 3 - Joint Summary Data - BS8110 89 Field: Frame Page 1925 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: JSMinCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the joint shear ratio associated with the column minor axis is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: JSMinRatio Field is Imported: No Format: Controlled by program Units: Unitless This is the joint shear divided by the joint shear capacity. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: CBMajCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the column/beam capacity ratio associated with the column major axis is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Table: Concrete Design 3 - Joint Summary Data - BS8110 89 Field: JSMinCombo Page 1926 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: CBMajRatio Field is Imported: No Format: Controlled by program Units: Unitless The column/beam capacity ratio associated with the column major axis. This is the sum of the column capacities divided by the sum of the beam capacities at the top of the specified column. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: CBMinCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the column/beam capacity ratio associated with the column minor axis is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: CBMinRatio Field is Imported: No Format: Controlled by program Units: Unitless The column/beam capacity ratio associated with the column major axis. This is the sum of the column capacities divided by the sum of the beam capacities at the top of the specified column. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Concrete Design 3 - Joint Summary Data - BS8110 89 Field: CBMajRatio Page 1927 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Concrete Design 3 - Joint Summary Data - BS8110 97 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Field: JSMajCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the joint shear ratio associated with the column major axis is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Table: Concrete Design 3 - Joint Summary Data - BS8110 97 Field: ErrMsg Page 1928 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: JSMajRatio Field is Imported: No Format: Controlled by program Units: Unitless This is the joint shear divided by the joint shear capacity. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: JSMinCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the joint shear ratio associated with the column minor axis is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: JSMinRatio Field is Imported: No Format: Controlled by program Units: Unitless This is the joint shear divided by the joint shear capacity. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Concrete Design 3 - Joint Summary Data - BS8110 97 Field: JSMajRatio Page 1929 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: CBMajCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the column/beam capacity ratio associated with the column major axis is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: CBMajRatio Field is Imported: No Format: Controlled by program Units: Unitless The column/beam capacity ratio associated with the column major axis. This is the sum of the column capacities divided by the sum of the beam capacities at the top of the specified column. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: CBMinCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the column/beam capacity ratio associated with the column minor axis is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Concrete Design 3 - Joint Summary Data - BS8110 97 Field: CBMajCombo Page 1930 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: CBMinRatio Field is Imported: No Format: Controlled by program Units: Unitless The column/beam capacity ratio associated with the column major axis. This is the sum of the column capacities divided by the sum of the beam capacities at the top of the specified column. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Concrete Design 3 - Joint Summary Data - CSA A233-04 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Table: Concrete Design 3 - Joint Summary Data - CSA A233-04 Field: CBMinRatio Page 1931 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: JSMajCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the joint shear ratio associated with the column major axis is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: JSMajRatio Field is Imported: No Format: Controlled by program Units: Unitless This is the joint shear divided by the joint shear capacity. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: JSMinCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the joint shear ratio associated with the column minor axis is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Concrete Design 3 - Joint Summary Data - CSA A233-04 Field: JSMajCombo Page 1932 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: JSMinRatio Field is Imported: No Format: Controlled by program Units: Unitless This is the joint shear divided by the joint shear capacity. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: CBMajCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the column/beam capacity ratio associated with the column major axis is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: CBMajRatio Field is Imported: No Format: Controlled by program Units: Unitless The column/beam capacity ratio associated with the column major axis. This is the sum of the column capacities divided by the sum of the beam capacities at the top of the specified column. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: CBMinCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the column/beam capacity ratio associated with the column minor axis is reported. It is either the name of a specified Table: Concrete Design 3 - Joint Summary Data - CSA A233-04 Field: JSMinRatio Page 1933 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: CBMinRatio Field is Imported: No Format: Controlled by program Units: Unitless The column/beam capacity ratio associated with the column major axis. This is the sum of the column capacities divided by the sum of the beam capacities at the top of the specified column. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Concrete Design 3 - Joint Summary Data - CSA A233-04 Field: CBMinRatio Page 1934 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Concrete Design 3 - Joint Summary Data - CSA-A233-94 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Field: JSMajCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the joint shear ratio associated with the column major axis is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: JSMajRatio Field is Imported: No Format: Controlled by program Units: Unitless This is the joint shear divided by the joint shear capacity. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Table: Concrete Design 3 - Joint Summary Data - CSA-A233-94 Field: Frame Page 1935 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: JSMinCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the joint shear ratio associated with the column minor axis is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: JSMinRatio Field is Imported: No Format: Controlled by program Units: Unitless This is the joint shear divided by the joint shear capacity. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: CBMajCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the column/beam capacity ratio associated with the column major axis is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Table: Concrete Design 3 - Joint Summary Data - CSA-A233-94 Field: JSMinCombo Page 1936 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: CBMajRatio Field is Imported: No Format: Controlled by program Units: Unitless The column/beam capacity ratio associated with the column major axis. This is the sum of the column capacities divided by the sum of the beam capacities at the top of the specified column. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: CBMinCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the column/beam capacity ratio associated with the column minor axis is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: CBMinRatio Field is Imported: No Format: Controlled by program Units: Unitless The column/beam capacity ratio associated with the column major axis. This is the sum of the column capacities divided by the sum of the beam capacities at the top of the specified column. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Concrete Design 3 - Joint Summary Data - CSA-A233-94 Field: CBMajRatio Page 1937 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Concrete Design 3 - Joint Summary Data - EUROCODE 2-1992 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Field: JSMajCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the joint shear ratio associated with the column major axis is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Table: Concrete Design 3 - Joint Summary Data - EUROCODE 2-1992 Field: ErrMsg Page 1938 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: JSMajRatio Field is Imported: No Format: Controlled by program Units: Unitless This is the joint shear divided by the joint shear capacity. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: JSMinCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the joint shear ratio associated with the column minor axis is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: JSMinRatio Field is Imported: No Format: Controlled by program Units: Unitless This is the joint shear divided by the joint shear capacity. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Concrete Design 3 - Joint Summary Data - EUROCODE 2-1992 Field: JSMajRatio Page 1939 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: CBMajCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the column/beam capacity ratio associated with the column major axis is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: CBMajRatio Field is Imported: No Format: Controlled by program Units: Unitless The column/beam capacity ratio associated with the column major axis. This is the sum of the column capacities divided by the sum of the beam capacities at the top of the specified column. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: CBMinCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the column/beam capacity ratio associated with the column minor axis is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Concrete Design 3 - Joint Summary Data - EUROCODE 2-1992 Field: CBMajCombo Page 1940 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: CBMinRatio Field is Imported: No Format: Controlled by program Units: Unitless The column/beam capacity ratio associated with the column major axis. This is the sum of the column capacities divided by the sum of the beam capacities at the top of the specified column. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Concrete Design 3 - Joint Summary Data - Eurocode 2-2004 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Table: Concrete Design 3 - Joint Summary Data - Eurocode 2-2004 Field: CBMinRatio Page 1941 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: JSMajCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the joint shear ratio associated with the column major axis is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: JSMajRatio Field is Imported: No Format: Controlled by program Units: Unitless This is the joint shear divided by the joint shear capacity. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: JSMinCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the joint shear ratio associated with the column minor axis is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Concrete Design 3 - Joint Summary Data - Eurocode 2-2004 Field: JSMajCombo Page 1942 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: JSMinRatio Field is Imported: No Format: Controlled by program Units: Unitless This is the joint shear divided by the joint shear capacity. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: CBMajCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the column/beam capacity ratio associated with the column major axis is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: CBMajRatio Field is Imported: No Format: Controlled by program Units: Unitless The column/beam capacity ratio associated with the column major axis. This is the sum of the column capacities divided by the sum of the beam capacities at the top of the specified column. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: CBMinCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the column/beam capacity ratio associated with the column minor axis is reported. It is either the name of a specified Table: Concrete Design 3 - Joint Summary Data - Eurocode 2-2004 Field: JSMinRatio Page 1943 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: CBMinRatio Field is Imported: No Format: Controlled by program Units: Unitless The column/beam capacity ratio associated with the column major axis. This is the sum of the column capacities divided by the sum of the beam capacities at the top of the specified column. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Concrete Design 3 - Joint Summary Data - Eurocode 2-2004 Field: CBMinRatio Page 1944 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Concrete Design 3 - Joint Summary Data - Hong Kong CP 2004 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Field: JSMajCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the joint shear ratio associated with the column major axis is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: JSMajRatio Field is Imported: No Format: Controlled by program Units: Unitless This is the joint shear divided by the joint shear capacity. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Table: Concrete Design 3 - Joint Summary Data - Hong Kong CP 2004 Field: Frame Page 1945 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: JSMinCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the joint shear ratio associated with the column minor axis is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: JSMinRatio Field is Imported: No Format: Controlled by program Units: Unitless This is the joint shear divided by the joint shear capacity. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: CBMajCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the column/beam capacity ratio associated with the column major axis is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Table: Concrete Design 3 - Joint Summary Data - Hong Kong CP 2004 Field: JSMinCombo Page 1946 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: CBMajRatio Field is Imported: No Format: Controlled by program Units: Unitless The column/beam capacity ratio associated with the column major axis. This is the sum of the column capacities divided by the sum of the beam capacities at the top of the specified column. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: CBMinCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the column/beam capacity ratio associated with the column minor axis is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: CBMinRatio Field is Imported: No Format: Controlled by program Units: Unitless The column/beam capacity ratio associated with the column major axis. This is the sum of the column capacities divided by the sum of the beam capacities at the top of the specified column. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Concrete Design 3 - Joint Summary Data - Hong Kong CP 2004 Field: CBMajRatio Page 1947 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Concrete Design 3 - Joint Summary Data - Indian IS 456-2000 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Field: JSMajCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the joint shear ratio associated with the column major axis is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Table: Concrete Design 3 - Joint Summary Data - Indian IS 456-2000 Field: ErrMsg Page 1948 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: JSMajRatio Field is Imported: No Format: Controlled by program Units: Unitless This is the joint shear divided by the joint shear capacity. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: JSMinCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the joint shear ratio associated with the column minor axis is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: JSMinRatio Field is Imported: No Format: Controlled by program Units: Unitless This is the joint shear divided by the joint shear capacity. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Concrete Design 3 - Joint Summary Data - Indian IS 456-2000 Field: JSMajRatio Page 1949 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: CBMajCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the column/beam capacity ratio associated with the column major axis is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: CBMajRatio Field is Imported: No Format: Controlled by program Units: Unitless The column/beam capacity ratio associated with the column major axis. This is the sum of the column capacities divided by the sum of the beam capacities at the top of the specified column. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: CBMinCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the column/beam capacity ratio associated with the column minor axis is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Concrete Design 3 - Joint Summary Data - Indian IS 456-2000 Field: CBMajCombo Page 1950 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: CBMinRatio Field is Imported: No Format: Controlled by program Units: Unitless The column/beam capacity ratio associated with the column major axis. This is the sum of the column capacities divided by the sum of the beam capacities at the top of the specified column. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Concrete Design 3 - Joint Summary Data - Italian DM 14-2-92 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Table: Concrete Design 3 - Joint Summary Data - Italian DM 14-2-92 Field: CBMinRatio Page 1951 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: JSMajCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the joint shear ratio associated with the column major axis is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: JSMajRatio Field is Imported: No Format: Controlled by program Units: Unitless This is the joint shear divided by the joint shear capacity. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: JSMinCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the joint shear ratio associated with the column minor axis is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Concrete Design 3 - Joint Summary Data - Italian DM 14-2-92 Field: JSMajCombo Page 1952 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: JSMinRatio Field is Imported: No Format: Controlled by program Units: Unitless This is the joint shear divided by the joint shear capacity. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: CBMajCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the column/beam capacity ratio associated with the column major axis is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: CBMajRatio Field is Imported: No Format: Controlled by program Units: Unitless The column/beam capacity ratio associated with the column major axis. This is the sum of the column capacities divided by the sum of the beam capacities at the top of the specified column. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: CBMinCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the column/beam capacity ratio associated with the column minor axis is reported. It is either the name of a specified Table: Concrete Design 3 - Joint Summary Data - Italian DM 14-2-92 Field: JSMinRatio Page 1953 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: CBMinRatio Field is Imported: No Format: Controlled by program Units: Unitless The column/beam capacity ratio associated with the column major axis. This is the sum of the column capacities divided by the sum of the beam capacities at the top of the specified column. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Concrete Design 3 - Joint Summary Data - Italian DM 14-2-92 Field: CBMinRatio Page 1954 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Concrete Design 3 - Joint Summary Data - KCI-1999 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Field: JSMajCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the joint shear ratio associated with the column major axis is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: JSMajRatio Field is Imported: No Format: Controlled by program Units: Unitless This is the joint shear divided by the joint shear capacity. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Table: Concrete Design 3 - Joint Summary Data - KCI-1999 Field: Frame Page 1955 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: JSMinCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the joint shear ratio associated with the column minor axis is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: JSMinRatio Field is Imported: No Format: Controlled by program Units: Unitless This is the joint shear divided by the joint shear capacity. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: CBMajCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the column/beam capacity ratio associated with the column major axis is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Table: Concrete Design 3 - Joint Summary Data - KCI-1999 Field: JSMinCombo Page 1956 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: CBMajRatio Field is Imported: No Format: Controlled by program Units: Unitless The column/beam capacity ratio associated with the column major axis. This is the sum of the column capacities divided by the sum of the beam capacities at the top of the specified column. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: CBMinCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the column/beam capacity ratio associated with the column minor axis is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: CBMinRatio Field is Imported: No Format: Controlled by program Units: Unitless The column/beam capacity ratio associated with the column major axis. This is the sum of the column capacities divided by the sum of the beam capacities at the top of the specified column. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Concrete Design 3 - Joint Summary Data - KCI-1999 Field: CBMajRatio Page 1957 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Concrete Design 3 - Joint Summary Data - Mexican RCDF 2001 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Field: JSMajCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the joint shear ratio associated with the column major axis is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Table: Concrete Design 3 - Joint Summary Data - Mexican RCDF 2001 Field: ErrMsg Page 1958 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: JSMajRatio Field is Imported: No Format: Controlled by program Units: Unitless This is the joint shear divided by the joint shear capacity. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: JSMinCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the joint shear ratio associated with the column minor axis is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: JSMinRatio Field is Imported: No Format: Controlled by program Units: Unitless This is the joint shear divided by the joint shear capacity. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Concrete Design 3 - Joint Summary Data - Mexican RCDF 2001 Field: JSMajRatio Page 1959 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: CBMajCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the column/beam capacity ratio associated with the column major axis is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: CBMajRatio Field is Imported: No Format: Controlled by program Units: Unitless The column/beam capacity ratio associated with the column major axis. This is the sum of the column capacities divided by the sum of the beam capacities at the top of the specified column. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: CBMinCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the column/beam capacity ratio associated with the column minor axis is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Concrete Design 3 - Joint Summary Data - Mexican RCDF 2001 Field: CBMajCombo Page 1960 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: CBMinRatio Field is Imported: No Format: Controlled by program Units: Unitless The column/beam capacity ratio associated with the column major axis. This is the sum of the column capacities divided by the sum of the beam capacities at the top of the specified column. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Concrete Design 3 - Joint Summary Data - NZS 3101-95 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Table: Concrete Design 3 - Joint Summary Data - NZS 3101-95 Field: CBMinRatio Page 1961 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: JSMajCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the joint shear ratio associated with the column major axis is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: JSMajRatio Field is Imported: No Format: Controlled by program Units: Unitless This is the joint shear divided by the joint shear capacity. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: JSMinCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the joint shear ratio associated with the column minor axis is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Concrete Design 3 - Joint Summary Data - NZS 3101-95 Field: JSMajCombo Page 1962 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: JSMinRatio Field is Imported: No Format: Controlled by program Units: Unitless This is the joint shear divided by the joint shear capacity. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: CBMajCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the column/beam capacity ratio associated with the column major axis is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: CBMajRatio Field is Imported: No Format: Controlled by program Units: Unitless The column/beam capacity ratio associated with the column major axis. This is the sum of the column capacities divided by the sum of the beam capacities at the top of the specified column. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: CBMinCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the column/beam capacity ratio associated with the column minor axis is reported. It is either the name of a specified Table: Concrete Design 3 - Joint Summary Data - NZS 3101-95 Field: JSMinRatio Page 1963 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: CBMinRatio Field is Imported: No Format: Controlled by program Units: Unitless The column/beam capacity ratio associated with the column major axis. This is the sum of the column capacities divided by the sum of the beam capacities at the top of the specified column. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Concrete Design 3 - Joint Summary Data - NZS 3101-95 Field: CBMinRatio Page 1964 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Concrete Design 3 - Joint Summary Data - Singapore CP 65:99 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Field: JSMajCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the joint shear ratio associated with the column major axis is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: JSMajRatio Field is Imported: No Format: Controlled by program Units: Unitless This is the joint shear divided by the joint shear capacity. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Table: Concrete Design 3 - Joint Summary Data - Singapore CP 65:99 Field: Frame Page 1965 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: JSMinCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the joint shear ratio associated with the column minor axis is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: JSMinRatio Field is Imported: No Format: Controlled by program Units: Unitless This is the joint shear divided by the joint shear capacity. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: CBMajCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the column/beam capacity ratio associated with the column major axis is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Table: Concrete Design 3 - Joint Summary Data - Singapore CP 65:99 Field: JSMinCombo Page 1966 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: CBMajRatio Field is Imported: No Format: Controlled by program Units: Unitless The column/beam capacity ratio associated with the column major axis. This is the sum of the column capacities divided by the sum of the beam capacities at the top of the specified column. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: CBMinCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the column/beam capacity ratio associated with the column minor axis is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: CBMinRatio Field is Imported: No Format: Controlled by program Units: Unitless The column/beam capacity ratio associated with the column major axis. This is the sum of the column capacities divided by the sum of the beam capacities at the top of the specified column. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Concrete Design 3 - Joint Summary Data - Singapore CP 65:99 Field: CBMajRatio Page 1967 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Concrete Design 3 - Joint Summary Data - UBC97 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Field: JSMajCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the joint shear ratio associated with the column major axis is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Table: Concrete Design 3 - Joint Summary Data - UBC97 Field: ErrMsg Page 1968 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: JSMajRatio Field is Imported: No Format: Controlled by program Units: Unitless This is the joint shear divided by the joint shear capacity. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: JSMinCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the joint shear ratio associated with the column minor axis is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: JSMinRatio Field is Imported: No Format: Controlled by program Units: Unitless This is the joint shear divided by the joint shear capacity. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Concrete Design 3 - Joint Summary Data - UBC97 Field: JSMajRatio Page 1969 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: CBMajCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the column/beam capacity ratio associated with the column major axis is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: CBMajRatio Field is Imported: No Format: Controlled by program Units: Unitless The column/beam capacity ratio associated with the column major axis. This is the sum of the column capacities divided by the sum of the beam capacities at the top of the specified column. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: CBMinCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the column/beam capacity ratio associated with the column minor axis is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Concrete Design 3 - Joint Summary Data - UBC97 Field: CBMajCombo Page 1970 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: CBMinRatio Field is Imported: No Format: Controlled by program Units: Unitless The column/beam capacity ratio associated with the column major axis. This is the sum of the column capacities divided by the sum of the beam capacities at the top of the specified column. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Concrete Details 1 - Column Summary Data - ACI 318-02 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Table: Concrete Details 1 - Column Summary Data - ACI 318-02 Field: CBMinRatio Page 1971 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Field: DesignOpt Field is Imported: No Format: Controlled by program Units: Text This is either Check or Design indicating whether the frame object is to be checked or designed. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Field: Location Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: PMMCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the PMM bar area or ratio is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Table: Concrete Details 1 - Column Summary Data - ACI 318-02 Field: DesignType Page 1972 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: PMMArea Field is Imported: No Format: Rebar Area (Section Dimensions section of form) Units: Length2 The total longitudinal rebar area required for the axial force plus biaxial moment (PMM) design at the specified location. This item is only applicable if the DesignOpt item is Design. Field: PMMRatio Field is Imported: No Format: Controlled by program Units: Unitless The axial force plus biaxial moment (PMM) stress ratio at the specified location. This item is only applicable if the DesignOpt item is Check. Field: VMajCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the major shear bar area per unit length is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: VMajRebar Field is Imported: No Format: Rebar Area/Length (Section Dimensions section of form) Units: in2/ft The required area of transverse shear reinforcing per unit length along the beam for major shear at the specified location. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Table: Concrete Details 1 - Column Summary Data - ACI 318-02 Field: PMMArea Page 1973 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VMinCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the minor shear bar area per unit length is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: VMinRebar Field is Imported: No Format: Rebar Area/Length (Section Dimensions section of form) Units: in2/ft The required area of transverse shear reinforcing per unit length along the beam for minor shear at the specified location. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Concrete Details 1 - Column Summary Data - ACI 318-02 Field: VMinCombo Page 1974 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Concrete Details 1 - Column Summary Data - ACI 318-05/IBC2003 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Field: DesignOpt Field is Imported: No Format: Controlled by program Units: Text This is either Check or Design indicating whether the frame object is to be checked or designed. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Field: Location Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Table: Concrete Details 1 - Column Summary Data - ACI 318-05/IBC2003 Field: Frame Page 1975 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: PMMCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the PMM bar area or ratio is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Field: PMMArea Field is Imported: No Format: Rebar Area (Section Dimensions section of form) Units: Length2 The total longitudinal rebar area required for the axial force plus biaxial moment (PMM) design at the specified location. This item is only applicable if the DesignOpt item is Design. Field: PMMRatio Field is Imported: No Format: Controlled by program Units: Unitless The axial force plus biaxial moment (PMM) stress ratio at the specified location. This item is only applicable if the DesignOpt item is Check. Field: VMajCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the major shear bar area per unit length is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Table: Concrete Details 1 - Column Summary Data - ACI 318-05/IBC2003 Field: PMMCombo Page 1976 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VMajRebar Field is Imported: No Format: Rebar Area/Length (Section Dimensions section of form) Units: in2/ft The required area of transverse shear reinforcing per unit length along the beam for major shear at the specified location. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: VMinCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the minor shear bar area per unit length is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: VMinRebar Field is Imported: No Format: Rebar Area/Length (Section Dimensions section of form) Units: in2/ft The required area of transverse shear reinforcing per unit length along the beam for minor shear at the specified location. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Concrete Details 1 - Column Summary Data - ACI 318-05/IBC2003 Field: VMajRebar Page 1977 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Concrete Details 1 - Column Summary Data - ACI 318-99 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Field: DesignOpt Field is Imported: No Format: Controlled by program Units: Text This is either Check or Design indicating whether the frame object is to be checked or designed. Table: Concrete Details 1 - Column Summary Data - ACI 318-99 Field: ErrMsg Page 1978 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Field: Location Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: PMMCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the PMM bar area or ratio is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Field: PMMArea Field is Imported: No Format: Rebar Area (Section Dimensions section of form) Units: Length2 The total longitudinal rebar area required for the axial force plus biaxial moment (PMM) design at the specified location. This item is only applicable if the DesignOpt item is Design. Field: PMMRatio Field is Imported: No Format: Controlled by program Units: Unitless The axial force plus biaxial moment (PMM) stress ratio at the specified location. This item is only applicable if the DesignOpt item is Check. Table: Concrete Details 1 - Column Summary Data - ACI 318-99 Field: Status Page 1979 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VMajCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the major shear bar area per unit length is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: VMajRebar Field is Imported: No Format: Rebar Area/Length (Section Dimensions section of form) Units: in2/ft The required area of transverse shear reinforcing per unit length along the beam for major shear at the specified location. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: VMinCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the minor shear bar area per unit length is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Concrete Details 1 - Column Summary Data - ACI 318-99 Field: VMajCombo Page 1980 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VMinRebar Field is Imported: No Format: Rebar Area/Length (Section Dimensions section of form) Units: in2/ft The required area of transverse shear reinforcing per unit length along the beam for minor shear at the specified location. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Concrete Details 1 - Column Summary Data - AS 3600-01 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Table: Concrete Details 1 - Column Summary Data - AS 3600-01 Field: VMinRebar Page 1981 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Field: DesignOpt Field is Imported: No Format: Controlled by program Units: Text This is either Check or Design indicating whether the frame object is to be checked or designed. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Field: Location Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: PMMCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the PMM bar area or ratio is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Table: Concrete Details 1 - Column Summary Data - AS 3600-01 Field: DesignType Page 1982 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: PMMArea Field is Imported: No Format: Rebar Area (Section Dimensions section of form) Units: Length2 The total longitudinal rebar area required for the axial force plus biaxial moment (PMM) design at the specified location. This item is only applicable if the DesignOpt item is Design. Field: PMMRatio Field is Imported: No Format: Controlled by program Units: Unitless The axial force plus biaxial moment (PMM) stress ratio at the specified location. This item is only applicable if the DesignOpt item is Check. Field: VMajCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the major shear bar area per unit length is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: VMajRebar Field is Imported: No Format: Rebar Area/Length (Section Dimensions section of form) Units: in2/ft The required area of transverse shear reinforcing per unit length along the beam for major shear at the specified location. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Table: Concrete Details 1 - Column Summary Data - AS 3600-01 Field: PMMArea Page 1983 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VMinCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the minor shear bar area per unit length is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: VMinRebar Field is Imported: No Format: Rebar Area/Length (Section Dimensions section of form) Units: in2/ft The required area of transverse shear reinforcing per unit length along the beam for minor shear at the specified location. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Concrete Details 1 - Column Summary Data - AS 3600-01 Field: VMinCombo Page 1984 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Concrete Details 1 - Column Summary Data - BS8110 89 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Field: DesignOpt Field is Imported: No Format: Controlled by program Units: Text This is either Check or Design indicating whether the frame object is to be checked or designed. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Field: Location Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Table: Concrete Details 1 - Column Summary Data - BS8110 89 Field: Frame Page 1985 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: PMMCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the PMM bar area or ratio is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Field: PMMArea Field is Imported: No Format: Rebar Area (Section Dimensions section of form) Units: Length2 The total longitudinal rebar area required for the axial force plus biaxial moment (PMM) design at the specified location. This item is only applicable if the DesignOpt item is Design. Field: PMMRatio Field is Imported: No Format: Controlled by program Units: Unitless The axial force plus biaxial moment (PMM) stress ratio at the specified location. This item is only applicable if the DesignOpt item is Check. Field: VMajCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the major shear bar area per unit length is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Table: Concrete Details 1 - Column Summary Data - BS8110 89 Field: PMMCombo Page 1986 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VMajRebar Field is Imported: No Format: Rebar Area/Length (Section Dimensions section of form) Units: in2/ft The required area of transverse shear reinforcing per unit length along the beam for major shear at the specified location. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: VMinCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the minor shear bar area per unit length is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: VMinRebar Field is Imported: No Format: Rebar Area/Length (Section Dimensions section of form) Units: in2/ft The required area of transverse shear reinforcing per unit length along the beam for minor shear at the specified location. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Concrete Details 1 - Column Summary Data - BS8110 89 Field: VMajRebar Page 1987 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Concrete Details 1 - Column Summary Data - BS8110 97 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Field: DesignOpt Field is Imported: No Format: Controlled by program Units: Text This is either Check or Design indicating whether the frame object is to be checked or designed. Table: Concrete Details 1 - Column Summary Data - BS8110 97 Field: ErrMsg Page 1988 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Field: Location Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: PMMCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the PMM bar area or ratio is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Field: PMMArea Field is Imported: No Format: Rebar Area (Section Dimensions section of form) Units: Length2 The total longitudinal rebar area required for the axial force plus biaxial moment (PMM) design at the specified location. This item is only applicable if the DesignOpt item is Design. Field: PMMRatio Field is Imported: No Format: Controlled by program Units: Unitless The axial force plus biaxial moment (PMM) stress ratio at the specified location. This item is only applicable if the DesignOpt item is Check. Table: Concrete Details 1 - Column Summary Data - BS8110 97 Field: Status Page 1989 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VMajCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the major shear bar area per unit length is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: VMajRebar Field is Imported: No Format: Rebar Area/Length (Section Dimensions section of form) Units: in2/ft The required area of transverse shear reinforcing per unit length along the beam for major shear at the specified location. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: VMinCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the minor shear bar area per unit length is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Concrete Details 1 - Column Summary Data - BS8110 97 Field: VMajCombo Page 1990 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VMinRebar Field is Imported: No Format: Rebar Area/Length (Section Dimensions section of form) Units: in2/ft The required area of transverse shear reinforcing per unit length along the beam for minor shear at the specified location. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Concrete Details 1 - Column Summary Data - Chinese 2002 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Table: Concrete Details 1 - Column Summary Data - Chinese 2002 Field: VMinRebar Page 1991 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Field: DesignOpt Field is Imported: No Format: Controlled by program Units: Text This is either Check or Design indicating whether the frame object is to be checked or designed. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Field: Location Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: PMMCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the PMM bar area or ratio is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Table: Concrete Details 1 - Column Summary Data - Chinese 2002 Field: DesignType Page 1992 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: PMMArea Field is Imported: No Format: Rebar Area (Section Dimensions section of form) Units: Length2 The total longitudinal rebar area required for the axial force plus biaxial moment (PMM) design at the specified location. This item is only applicable if the DesignOpt item is Design. Field: PMMRatio Field is Imported: No Format: Controlled by program Units: Unitless The axial force plus biaxial moment (PMM) stress ratio at the specified location. This item is only applicable if the DesignOpt item is Check. Field: VMajCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the major shear bar area per unit length is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: VMajRebar Field is Imported: No Format: Rebar Area/Length (Section Dimensions section of form) Units: in2/ft The required area of transverse shear reinforcing per unit length along the beam for major shear at the specified location. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Table: Concrete Details 1 - Column Summary Data - Chinese 2002 Field: PMMArea Page 1993 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VMinCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the minor shear bar area per unit length is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: VMinRebar Field is Imported: No Format: Rebar Area/Length (Section Dimensions section of form) Units: in2/ft The required area of transverse shear reinforcing per unit length along the beam for minor shear at the specified location. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Concrete Details 1 - Column Summary Data - Chinese 2002 Field: VMinCombo Page 1994 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Concrete Details 1 - Column Summary Data - CSA A233-04 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Field: DesignOpt Field is Imported: No Format: Controlled by program Units: Text This is either Check or Design indicating whether the frame object is to be checked or designed. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Field: Location Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Table: Concrete Details 1 - Column Summary Data - CSA A233-04 Field: Frame Page 1995 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: PMMCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the PMM bar area or ratio is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Field: PMMArea Field is Imported: No Format: Rebar Area (Section Dimensions section of form) Units: Length2 The total longitudinal rebar area required for the axial force plus biaxial moment (PMM) design at the specified location. This item is only applicable if the DesignOpt item is Design. Field: PMMRatio Field is Imported: No Format: Controlled by program Units: Unitless The axial force plus biaxial moment (PMM) stress ratio at the specified location. This item is only applicable if the DesignOpt item is Check. Field: VMajCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the major shear bar area per unit length is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Table: Concrete Details 1 - Column Summary Data - CSA A233-04 Field: PMMCombo Page 1996 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VMajRebar Field is Imported: No Format: Rebar Area/Length (Section Dimensions section of form) Units: in2/ft The required area of transverse shear reinforcing per unit length along the beam for major shear at the specified location. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: VMinCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the minor shear bar area per unit length is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: VMinRebar Field is Imported: No Format: Rebar Area/Length (Section Dimensions section of form) Units: in2/ft The required area of transverse shear reinforcing per unit length along the beam for minor shear at the specified location. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Concrete Details 1 - Column Summary Data - CSA A233-04 Field: VMajRebar Page 1997 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Concrete Details 1 - Column Summary Data - CSA-A233-94 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Field: DesignOpt Field is Imported: No Format: Controlled by program Units: Text This is either Check or Design indicating whether the frame object is to be checked or designed. Table: Concrete Details 1 - Column Summary Data - CSA-A233-94 Field: ErrMsg Page 1998 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Field: Location Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: PMMCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the PMM bar area or ratio is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Field: PMMArea Field is Imported: No Format: Rebar Area (Section Dimensions section of form) Units: Length2 The total longitudinal rebar area required for the axial force plus biaxial moment (PMM) design at the specified location. This item is only applicable if the DesignOpt item is Design. Field: PMMRatio Field is Imported: No Format: Controlled by program Units: Unitless The axial force plus biaxial moment (PMM) stress ratio at the specified location. This item is only applicable if the DesignOpt item is Check. Table: Concrete Details 1 - Column Summary Data - CSA-A233-94 Field: Status Page 1999 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VMajCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the major shear bar area per unit length is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: VMajRebar Field is Imported: No Format: Rebar Area/Length (Section Dimensions section of form) Units: in2/ft The required area of transverse shear reinforcing per unit length along the beam for major shear at the specified location. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: VMinCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the minor shear bar area per unit length is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Concrete Details 1 - Column Summary Data - CSA-A233-94 Field: VMajCombo Page 2000 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VMinRebar Field is Imported: No Format: Rebar Area/Length (Section Dimensions section of form) Units: in2/ft The required area of transverse shear reinforcing per unit length along the beam for minor shear at the specified location. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Concrete Details 1 - Column Summary Data - EUROCODE 2-1992 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Table: Concrete Details 1 - Column Summary Data - EUROCODE 2-1992 Field: VMinRebar Page 2001 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Field: DesignOpt Field is Imported: No Format: Controlled by program Units: Text This is either Check or Design indicating whether the frame object is to be checked or designed. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Field: Location Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: PMMCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the PMM bar area or ratio is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Table: Concrete Details 1 - Column Summary Data - EUROCODE 2-1992 Field: DesignType Page 2002 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: PMMArea Field is Imported: No Format: Rebar Area (Section Dimensions section of form) Units: Length2 The total longitudinal rebar area required for the axial force plus biaxial moment (PMM) design at the specified location. This item is only applicable if the DesignOpt item is Design. Field: PMMRatio Field is Imported: No Format: Controlled by program Units: Unitless The axial force plus biaxial moment (PMM) stress ratio at the specified location. This item is only applicable if the DesignOpt item is Check. Field: VMajCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the major shear bar area per unit length is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: VMajRebar Field is Imported: No Format: Rebar Area/Length (Section Dimensions section of form) Units: in2/ft The required area of transverse shear reinforcing per unit length along the beam for major shear at the specified location. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Table: Concrete Details 1 - Column Summary Data - EUROCODE 2-1992 Field: PMMArea Page 2003 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VMinCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the minor shear bar area per unit length is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: VMinRebar Field is Imported: No Format: Rebar Area/Length (Section Dimensions section of form) Units: in2/ft The required area of transverse shear reinforcing per unit length along the beam for minor shear at the specified location. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Concrete Details 1 - Column Summary Data - EUROCODE 2-1992 Field: VMinCombo Page 2004 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Concrete Details 1 - Column Summary Data - Eurocode 2-2004 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Field: DesignOpt Field is Imported: No Format: Controlled by program Units: Text This is either Check or Design indicating whether the frame object is to be checked or designed. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Field: Location Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Table: Concrete Details 1 - Column Summary Data - Eurocode 2-2004 Field: Frame Page 2005 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: PMMCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the PMM bar area or ratio is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Field: PMMArea Field is Imported: No Format: Rebar Area (Section Dimensions section of form) Units: Length2 The total longitudinal rebar area required for the axial force plus biaxial moment (PMM) design at the specified location. This item is only applicable if the DesignOpt item is Design. Field: PMMRatio Field is Imported: No Format: Controlled by program Units: Unitless The axial force plus biaxial moment (PMM) stress ratio at the specified location. This item is only applicable if the DesignOpt item is Check. Field: VMajCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the major shear bar area per unit length is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Table: Concrete Details 1 - Column Summary Data - Eurocode 2-2004 Field: PMMCombo Page 2006 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VMajRebar Field is Imported: No Format: Rebar Area/Length (Section Dimensions section of form) Units: in2/ft The required area of transverse shear reinforcing per unit length along the beam for major shear at the specified location. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: VMinCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the minor shear bar area per unit length is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: VMinRebar Field is Imported: No Format: Rebar Area/Length (Section Dimensions section of form) Units: in2/ft The required area of transverse shear reinforcing per unit length along the beam for minor shear at the specified location. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Concrete Details 1 - Column Summary Data - Eurocode 2-2004 Field: VMajRebar Page 2007 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Concrete Details 1 - Column Summary Data - Hong Kong CP 2004 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Field: DesignOpt Field is Imported: No Format: Controlled by program Units: Text This is either Check or Design indicating whether the frame object is to be checked or designed. Table: Concrete Details 1 - Column Summary Data - Hong Kong CP 2004 Field: ErrMsg Page 2008 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Field: Location Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: PMMCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the PMM bar area or ratio is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Field: PMMArea Field is Imported: No Format: Rebar Area (Section Dimensions section of form) Units: Length2 The total longitudinal rebar area required for the axial force plus biaxial moment (PMM) design at the specified location. This item is only applicable if the DesignOpt item is Design. Field: PMMRatio Field is Imported: No Format: Controlled by program Units: Unitless The axial force plus biaxial moment (PMM) stress ratio at the specified location. This item is only applicable if the DesignOpt item is Check. Table: Concrete Details 1 - Column Summary Data - Hong Kong CP 2004 Field: Status Page 2009 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VMajCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the major shear bar area per unit length is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: VMajRebar Field is Imported: No Format: Rebar Area/Length (Section Dimensions section of form) Units: in2/ft The required area of transverse shear reinforcing per unit length along the beam for major shear at the specified location. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: VMinCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the minor shear bar area per unit length is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Concrete Details 1 - Column Summary Data - Hong Kong CP 2004 Field: VMajCombo Page 2010 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VMinRebar Field is Imported: No Format: Rebar Area/Length (Section Dimensions section of form) Units: in2/ft The required area of transverse shear reinforcing per unit length along the beam for minor shear at the specified location. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Concrete Details 1 - Column Summary Data - Indian IS 456-2000 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Table: Concrete Details 1 - Column Summary Data - Indian IS 456-2000 Field: VMinRebar Page 2011 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Field: DesignOpt Field is Imported: No Format: Controlled by program Units: Text This is either Check or Design indicating whether the frame object is to be checked or designed. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Field: Location Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: PMMCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the PMM bar area or ratio is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Table: Concrete Details 1 - Column Summary Data - Indian IS 456-2000 Field: DesignType Page 2012 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: PMMArea Field is Imported: No Format: Rebar Area (Section Dimensions section of form) Units: Length2 The total longitudinal rebar area required for the axial force plus biaxial moment (PMM) design at the specified location. This item is only applicable if the DesignOpt item is Design. Field: PMMRatio Field is Imported: No Format: Controlled by program Units: Unitless The axial force plus biaxial moment (PMM) stress ratio at the specified location. This item is only applicable if the DesignOpt item is Check. Field: VMajCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the major shear bar area per unit length is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: VMajRebar Field is Imported: No Format: Rebar Area/Length (Section Dimensions section of form) Units: in2/ft The required area of transverse shear reinforcing per unit length along the beam for major shear at the specified location. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Table: Concrete Details 1 - Column Summary Data - Indian IS 456-2000 Field: PMMArea Page 2013 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VMinCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the minor shear bar area per unit length is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: VMinRebar Field is Imported: No Format: Rebar Area/Length (Section Dimensions section of form) Units: in2/ft The required area of transverse shear reinforcing per unit length along the beam for minor shear at the specified location. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Concrete Details 1 - Column Summary Data - Indian IS 456-2000 Field: VMinCombo Page 2014 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Concrete Details 1 - Column Summary Data - Italian DM 14-2-92 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Field: DesignOpt Field is Imported: No Format: Controlled by program Units: Text This is either Check or Design indicating whether the frame object is to be checked or designed. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Field: Location Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Table: Concrete Details 1 - Column Summary Data - Italian DM 14-2-92 Field: Frame Page 2015 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: PMMCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the PMM bar area or ratio is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Field: PMMArea Field is Imported: No Format: Rebar Area (Section Dimensions section of form) Units: Length2 The total longitudinal rebar area required for the axial force plus biaxial moment (PMM) design at the specified location. This item is only applicable if the DesignOpt item is Design. Field: PMMRatio Field is Imported: No Format: Controlled by program Units: Unitless The axial force plus biaxial moment (PMM) stress ratio at the specified location. This item is only applicable if the DesignOpt item is Check. Field: VMajCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the major shear bar area per unit length is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Table: Concrete Details 1 - Column Summary Data - Italian DM 14-2-92 Field: PMMCombo Page 2016 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VMajRebar Field is Imported: No Format: Rebar Area/Length (Section Dimensions section of form) Units: in2/ft The required area of transverse shear reinforcing per unit length along the beam for major shear at the specified location. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: VMinCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the minor shear bar area per unit length is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: VMinRebar Field is Imported: No Format: Rebar Area/Length (Section Dimensions section of form) Units: in2/ft The required area of transverse shear reinforcing per unit length along the beam for minor shear at the specified location. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Concrete Details 1 - Column Summary Data - Italian DM 14-2-92 Field: VMajRebar Page 2017 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Concrete Details 1 - Column Summary Data - KCI-1999 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Field: DesignOpt Field is Imported: No Format: Controlled by program Units: Text This is either Check or Design indicating whether the frame object is to be checked or designed. Table: Concrete Details 1 - Column Summary Data - KCI-1999 Field: ErrMsg Page 2018 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Field: Location Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: PMMCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the PMM bar area or ratio is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Field: PMMArea Field is Imported: No Format: Rebar Area (Section Dimensions section of form) Units: Length2 The total longitudinal rebar area required for the axial force plus biaxial moment (PMM) design at the specified location. This item is only applicable if the DesignOpt item is Design. Field: PMMRatio Field is Imported: No Format: Controlled by program Units: Unitless The axial force plus biaxial moment (PMM) stress ratio at the specified location. This item is only applicable if the DesignOpt item is Check. Table: Concrete Details 1 - Column Summary Data - KCI-1999 Field: Status Page 2019 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VMajCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the major shear bar area per unit length is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: VMajRebar Field is Imported: No Format: Rebar Area/Length (Section Dimensions section of form) Units: in2/ft The required area of transverse shear reinforcing per unit length along the beam for major shear at the specified location. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: VMinCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the minor shear bar area per unit length is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Concrete Details 1 - Column Summary Data - KCI-1999 Field: VMajCombo Page 2020 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VMinRebar Field is Imported: No Format: Rebar Area/Length (Section Dimensions section of form) Units: in2/ft The required area of transverse shear reinforcing per unit length along the beam for minor shear at the specified location. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Concrete Details 1 - Column Summary Data - Mexican RCDF 2001 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Table: Concrete Details 1 - Column Summary Data - Mexican RCDF 2001 Field: VMinRebar Page 2021 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Field: DesignOpt Field is Imported: No Format: Controlled by program Units: Text This is either Check or Design indicating whether the frame object is to be checked or designed. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Field: Location Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: PMMCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the PMM bar area or ratio is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Table: Concrete Details 1 - Column Summary Data - Mexican RCDF 2001 Field: DesignType Page 2022 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: PMMArea Field is Imported: No Format: Rebar Area (Section Dimensions section of form) Units: Length2 The total longitudinal rebar area required for the axial force plus biaxial moment (PMM) design at the specified location. This item is only applicable if the DesignOpt item is Design. Field: PMMRatio Field is Imported: No Format: Controlled by program Units: Unitless The axial force plus biaxial moment (PMM) stress ratio at the specified location. This item is only applicable if the DesignOpt item is Check. Field: VMajCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the major shear bar area per unit length is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: VMajRebar Field is Imported: No Format: Rebar Area/Length (Section Dimensions section of form) Units: in2/ft The required area of transverse shear reinforcing per unit length along the beam for major shear at the specified location. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Table: Concrete Details 1 - Column Summary Data - Mexican RCDF 2001 Field: PMMArea Page 2023 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VMinCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the minor shear bar area per unit length is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: VMinRebar Field is Imported: No Format: Rebar Area/Length (Section Dimensions section of form) Units: in2/ft The required area of transverse shear reinforcing per unit length along the beam for minor shear at the specified location. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Concrete Details 1 - Column Summary Data - Mexican RCDF 2001 Field: VMinCombo Page 2024 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Concrete Details 1 - Column Summary Data - NZS 3101-95 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Field: DesignOpt Field is Imported: No Format: Controlled by program Units: Text This is either Check or Design indicating whether the frame object is to be checked or designed. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Field: Location Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Table: Concrete Details 1 - Column Summary Data - NZS 3101-95 Field: Frame Page 2025 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: PMMCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the PMM bar area or ratio is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Field: PMMArea Field is Imported: No Format: Rebar Area (Section Dimensions section of form) Units: Length2 The total longitudinal rebar area required for the axial force plus biaxial moment (PMM) design at the specified location. This item is only applicable if the DesignOpt item is Design. Field: PMMRatio Field is Imported: No Format: Controlled by program Units: Unitless The axial force plus biaxial moment (PMM) stress ratio at the specified location. This item is only applicable if the DesignOpt item is Check. Field: VMajCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the major shear bar area per unit length is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Table: Concrete Details 1 - Column Summary Data - NZS 3101-95 Field: PMMCombo Page 2026 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VMajRebar Field is Imported: No Format: Rebar Area/Length (Section Dimensions section of form) Units: in2/ft The required area of transverse shear reinforcing per unit length along the beam for major shear at the specified location. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: VMinCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the minor shear bar area per unit length is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: VMinRebar Field is Imported: No Format: Rebar Area/Length (Section Dimensions section of form) Units: in2/ft The required area of transverse shear reinforcing per unit length along the beam for minor shear at the specified location. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Concrete Details 1 - Column Summary Data - NZS 3101-95 Field: VMajRebar Page 2027 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Concrete Details 1 - Column Summary Data - Singapore CP 65:99 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Field: DesignOpt Field is Imported: No Format: Controlled by program Units: Text This is either Check or Design indicating whether the frame object is to be checked or designed. Table: Concrete Details 1 - Column Summary Data - Singapore CP 65:99 Field: ErrMsg Page 2028 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Field: Location Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: PMMCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the PMM bar area or ratio is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Field: PMMArea Field is Imported: No Format: Rebar Area (Section Dimensions section of form) Units: Length2 The total longitudinal rebar area required for the axial force plus biaxial moment (PMM) design at the specified location. This item is only applicable if the DesignOpt item is Design. Field: PMMRatio Field is Imported: No Format: Controlled by program Units: Unitless The axial force plus biaxial moment (PMM) stress ratio at the specified location. This item is only applicable if the DesignOpt item is Check. Table: Concrete Details 1 - Column Summary Data - Singapore CP 65:99 Field: Status Page 2029 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VMajCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the major shear bar area per unit length is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: VMajRebar Field is Imported: No Format: Rebar Area/Length (Section Dimensions section of form) Units: in2/ft The required area of transverse shear reinforcing per unit length along the beam for major shear at the specified location. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: VMinCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the minor shear bar area per unit length is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Concrete Details 1 - Column Summary Data - Singapore CP 65:99 Field: VMajCombo Page 2030 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VMinRebar Field is Imported: No Format: Rebar Area/Length (Section Dimensions section of form) Units: in2/ft The required area of transverse shear reinforcing per unit length along the beam for minor shear at the specified location. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Concrete Details 1 - Column Summary Data - UBC97 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Table: Concrete Details 1 - Column Summary Data - UBC97 Field: VMinRebar Page 2031 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Field: DesignOpt Field is Imported: No Format: Controlled by program Units: Text This is either Check or Design indicating whether the frame object is to be checked or designed. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Field: Location Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: PMMCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the PMM bar area or ratio is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Table: Concrete Details 1 - Column Summary Data - UBC97 Field: DesignType Page 2032 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: PMMArea Field is Imported: No Format: Rebar Area (Section Dimensions section of form) Units: Length2 The total longitudinal rebar area required for the axial force plus biaxial moment (PMM) design at the specified location. This item is only applicable if the DesignOpt item is Design. Field: PMMRatio Field is Imported: No Format: Controlled by program Units: Unitless The axial force plus biaxial moment (PMM) stress ratio at the specified location. This item is only applicable if the DesignOpt item is Check. Field: VMajCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the major shear bar area per unit length is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: VMajRebar Field is Imported: No Format: Rebar Area/Length (Section Dimensions section of form) Units: in2/ft The required area of transverse shear reinforcing per unit length along the beam for major shear at the specified location. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Table: Concrete Details 1 - Column Summary Data - UBC97 Field: PMMArea Page 2033 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VMinCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the minor shear bar area per unit length is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: VMinRebar Field is Imported: No Format: Rebar Area/Length (Section Dimensions section of form) Units: in2/ft The required area of transverse shear reinforcing per unit length along the beam for minor shear at the specified location. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Concrete Details 1 - Column Summary Data - UBC97 Field: VMinCombo Page 2034 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Concrete Details 2 - Beam Summary Data - ACI 318-02 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Field: Location Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: FTopCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the flexural top bar area is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). Table: Concrete Details 2 - Beam Summary Data - ACI 318-02 Field: Frame Page 2035 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Field: FTopArea Field is Imported: No Format: Rebar Area (Section Dimensions section of form) Units: Length2 The total longitudinal top rebar area required for flexure at the specified location. This does not include the area of longitudinal rebar required for torsion, if any. Field: FBotCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the flexural bottom bar area is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Field: FBotArea Field is Imported: No Format: Rebar Area (Section Dimensions section of form) Units: Length2 The total longitudinal bottom rebar area required for flexure at the specified location. This does not include the area of longitudinal rebar required for torsion, if any. Field: VCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the shear rebar area per unit length is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Table: Concrete Details 2 - Beam Summary Data - ACI 318-02 Field: FTopArea Page 2036 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VRebar Field is Imported: No Format: Rebar Area/Length (Section Dimensions section of form) Units: in2/ft The required area of transverse shear reinforcing per unit length along the beam for shear at the specified location. This does not include the area of transverse reinforcing required for torsion, if any. Field: TLngCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the area of longitudinal rebar for torsion is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Field: TLngArea Field is Imported: No Format: Rebar Area (Section Dimensions section of form) Units: Length2 The required area of longitudinal reinforcing required for torsion. This does not include the area of longitudinal rebar required for flexure, if any. Field: TTrnCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the area of transverse rebar for torsion is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Table: Concrete Details 2 - Beam Summary Data - ACI 318-02 Field: VRebar Page 2037 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: TTrnRebar Field is Imported: No Format: Rebar Area/Length (Section Dimensions section of form) Units: in2/ft The required area per unit length along the beam of one leg of a closed stirrup around the perimeter of the beam at the specified location. This does not include the area of transverse reinforcing required for shear, if any. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Concrete Details 2 - Beam Summary Data - ACI 318-05/IBC2003 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Table: Concrete Details 2 - Beam Summary Data - ACI 318-05/IBC2003 Field: TTrnRebar Page 2038 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Field: Location Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: FTopCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the flexural top bar area is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Field: FTopArea Field is Imported: No Format: Rebar Area (Section Dimensions section of form) Units: Length2 The total longitudinal top rebar area required for flexure at the specified location. This does not include the area of longitudinal rebar required for torsion, if any. Field: FBotCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the flexural bottom bar area is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified Table: Concrete Details 2 - Beam Summary Data - ACI 318-05/IBC2003 Field: Status Page 2039 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Field: FBotArea Field is Imported: No Format: Rebar Area (Section Dimensions section of form) Units: Length2 The total longitudinal bottom rebar area required for flexure at the specified location. This does not include the area of longitudinal rebar required for torsion, if any. Field: VCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the shear rebar area per unit length is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Field: VRebar Field is Imported: No Format: Rebar Area/Length (Section Dimensions section of form) Units: in2/ft The required area of transverse shear reinforcing per unit length along the beam for shear at the specified location. This does not include the area of transverse reinforcing required for torsion, if any. Field: TLngCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the area of longitudinal rebar for torsion is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Table: Concrete Details 2 - Beam Summary Data - ACI 318-05/IBC2003 Field: FBotArea Page 2040 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: TLngArea Field is Imported: No Format: Rebar Area (Section Dimensions section of form) Units: Length2 The required area of longitudinal reinforcing required for torsion. This does not include the area of longitudinal rebar required for flexure, if any. Field: TTrnCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the area of transverse rebar for torsion is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Field: TTrnRebar Field is Imported: No Format: Rebar Area/Length (Section Dimensions section of form) Units: in2/ft The required area per unit length along the beam of one leg of a closed stirrup around the perimeter of the beam at the specified location. This does not include the area of transverse reinforcing required for shear, if any. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Concrete Details 2 - Beam Summary Data - ACI 318-05/IBC2003 Field: TLngArea Page 2041 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Concrete Details 2 - Beam Summary Data - ACI 318-99 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Field: Location Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: FTopCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the flexural top bar area is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). Table: Concrete Details 2 - Beam Summary Data - ACI 318-99 Field: Frame Page 2042 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Field: FTopArea Field is Imported: No Format: Rebar Area (Section Dimensions section of form) Units: Length2 The total longitudinal top rebar area required for flexure at the specified location. This does not include the area of longitudinal rebar required for torsion, if any. Field: FBotCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the flexural bottom bar area is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Field: FBotArea Field is Imported: No Format: Rebar Area (Section Dimensions section of form) Units: Length2 The total longitudinal bottom rebar area required for flexure at the specified location. This does not include the area of longitudinal rebar required for torsion, if any. Field: VCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the shear rebar area per unit length is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Table: Concrete Details 2 - Beam Summary Data - ACI 318-99 Field: FTopArea Page 2043 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VRebar Field is Imported: No Format: Rebar Area/Length (Section Dimensions section of form) Units: in2/ft The required area of transverse shear reinforcing per unit length along the beam for shear at the specified location. This does not include the area of transverse reinforcing required for torsion, if any. Field: TLngCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the area of longitudinal rebar for torsion is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Field: TLngArea Field is Imported: No Format: Rebar Area (Section Dimensions section of form) Units: Length2 The required area of longitudinal reinforcing required for torsion. This does not include the area of longitudinal rebar required for flexure, if any. Field: TTrnCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the area of transverse rebar for torsion is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Table: Concrete Details 2 - Beam Summary Data - ACI 318-99 Field: VRebar Page 2044 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: TTrnRebar Field is Imported: No Format: Rebar Area/Length (Section Dimensions section of form) Units: in2/ft The required area per unit length along the beam of one leg of a closed stirrup around the perimeter of the beam at the specified location. This does not include the area of transverse reinforcing required for shear, if any. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Concrete Details 2 - Beam Summary Data - AS 3600-01 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Table: Concrete Details 2 - Beam Summary Data - AS 3600-01 Field: TTrnRebar Page 2045 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Field: Location Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: FTopCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the flexural top bar area is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Field: FTopArea Field is Imported: No Format: Rebar Area (Section Dimensions section of form) Units: Length2 The total longitudinal top rebar area required for flexure at the specified location. This does not include the area of longitudinal rebar required for torsion, if any. Field: FBotCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the flexural bottom bar area is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified Table: Concrete Details 2 - Beam Summary Data - AS 3600-01 Field: Status Page 2046 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Field: FBotArea Field is Imported: No Format: Rebar Area (Section Dimensions section of form) Units: Length2 The total longitudinal bottom rebar area required for flexure at the specified location. This does not include the area of longitudinal rebar required for torsion, if any. Field: VCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the shear rebar area per unit length is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Field: VRebar Field is Imported: No Format: Rebar Area/Length (Section Dimensions section of form) Units: in2/ft The required area of transverse shear reinforcing per unit length along the beam for shear at the specified location. This does not include the area of transverse reinforcing required for torsion, if any. Field: TLngCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the area of longitudinal rebar for torsion is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Table: Concrete Details 2 - Beam Summary Data - AS 3600-01 Field: FBotArea Page 2047 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: TLngArea Field is Imported: No Format: Rebar Area (Section Dimensions section of form) Units: Length2 The required area of longitudinal reinforcing required for torsion. This does not include the area of longitudinal rebar required for flexure, if any. Field: TTrnCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the area of transverse rebar for torsion is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Field: TTrnRebar Field is Imported: No Format: Rebar Area/Length (Section Dimensions section of form) Units: in2/ft The required area per unit length along the beam of one leg of a closed stirrup around the perimeter of the beam at the specified location. This does not include the area of transverse reinforcing required for shear, if any. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Concrete Details 2 - Beam Summary Data - AS 3600-01 Field: TLngArea Page 2048 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Concrete Details 2 - Beam Summary Data - BS8110 89 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Field: Location Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: FTopCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the flexural top bar area is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). Table: Concrete Details 2 - Beam Summary Data - BS8110 89 Field: Frame Page 2049 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Field: FTopArea Field is Imported: No Format: Rebar Area (Section Dimensions section of form) Units: Length2 The total longitudinal top rebar area required for flexure at the specified location. This does not include the area of longitudinal rebar required for torsion, if any. Field: FBotCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the flexural bottom bar area is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Field: FBotArea Field is Imported: No Format: Rebar Area (Section Dimensions section of form) Units: Length2 The total longitudinal bottom rebar area required for flexure at the specified location. This does not include the area of longitudinal rebar required for torsion, if any. Field: VCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the shear rebar area per unit length is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Table: Concrete Details 2 - Beam Summary Data - BS8110 89 Field: FTopArea Page 2050 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VRebar Field is Imported: No Format: Rebar Area/Length (Section Dimensions section of form) Units: in2/ft The required area of transverse shear reinforcing per unit length along the beam for shear at the specified location. This does not include the area of transverse reinforcing required for torsion, if any. Field: TLngCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the area of longitudinal rebar for torsion is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Field: TLngArea Field is Imported: No Format: Rebar Area (Section Dimensions section of form) Units: Length2 The required area of longitudinal reinforcing required for torsion. This does not include the area of longitudinal rebar required for flexure, if any. Field: TTrnCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the area of transverse rebar for torsion is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Table: Concrete Details 2 - Beam Summary Data - BS8110 89 Field: VRebar Page 2051 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: TTrnRebar Field is Imported: No Format: Rebar Area/Length (Section Dimensions section of form) Units: in2/ft The required area per unit length along the beam of one leg of a closed stirrup around the perimeter of the beam at the specified location. This does not include the area of transverse reinforcing required for shear, if any. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Concrete Details 2 - Beam Summary Data - BS8110 97 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Table: Concrete Details 2 - Beam Summary Data - BS8110 97 Field: TTrnRebar Page 2052 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Field: Location Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: FTopCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the flexural top bar area is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Field: FTopArea Field is Imported: No Format: Rebar Area (Section Dimensions section of form) Units: Length2 The total longitudinal top rebar area required for flexure at the specified location. This does not include the area of longitudinal rebar required for torsion, if any. Field: FBotCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the flexural bottom bar area is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified Table: Concrete Details 2 - Beam Summary Data - BS8110 97 Field: Status Page 2053 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Field: FBotArea Field is Imported: No Format: Rebar Area (Section Dimensions section of form) Units: Length2 The total longitudinal bottom rebar area required for flexure at the specified location. This does not include the area of longitudinal rebar required for torsion, if any. Field: VCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the shear rebar area per unit length is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Field: VRebar Field is Imported: No Format: Rebar Area/Length (Section Dimensions section of form) Units: in2/ft The required area of transverse shear reinforcing per unit length along the beam for shear at the specified location. This does not include the area of transverse reinforcing required for torsion, if any. Field: TLngCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the area of longitudinal rebar for torsion is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Table: Concrete Details 2 - Beam Summary Data - BS8110 97 Field: FBotArea Page 2054 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: TLngArea Field is Imported: No Format: Rebar Area (Section Dimensions section of form) Units: Length2 The required area of longitudinal reinforcing required for torsion. This does not include the area of longitudinal rebar required for flexure, if any. Field: TTrnCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the area of transverse rebar for torsion is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Field: TTrnRebar Field is Imported: No Format: Rebar Area/Length (Section Dimensions section of form) Units: in2/ft The required area per unit length along the beam of one leg of a closed stirrup around the perimeter of the beam at the specified location. This does not include the area of transverse reinforcing required for shear, if any. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Concrete Details 2 - Beam Summary Data - BS8110 97 Field: TLngArea Page 2055 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Concrete Details 2 - Beam Summary Data - Chinese 2002 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Field: Location Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: FTopCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the flexural top bar area is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). Table: Concrete Details 2 - Beam Summary Data - Chinese 2002 Field: Frame Page 2056 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Field: FTopArea Field is Imported: No Format: Rebar Area (Section Dimensions section of form) Units: Length2 The total longitudinal top rebar area required for flexure at the specified location. This does not include the area of longitudinal rebar required for torsion, if any. Field: FBotCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the flexural bottom bar area is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Field: FBotArea Field is Imported: No Format: Rebar Area (Section Dimensions section of form) Units: Length2 The total longitudinal bottom rebar area required for flexure at the specified location. This does not include the area of longitudinal rebar required for torsion, if any. Field: VCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the shear rebar area per unit length is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Table: Concrete Details 2 - Beam Summary Data - Chinese 2002 Field: FTopArea Page 2057 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VRebar Field is Imported: No Format: Rebar Area/Length (Section Dimensions section of form) Units: in2/ft The required area of transverse shear reinforcing per unit length along the beam for shear at the specified location. This does not include the area of transverse reinforcing required for torsion, if any. Field: TLngCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the area of longitudinal rebar for torsion is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Field: TLngArea Field is Imported: No Format: Rebar Area (Section Dimensions section of form) Units: Length2 The required area of longitudinal reinforcing required for torsion. This does not include the area of longitudinal rebar required for flexure, if any. Field: TTrnCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the area of transverse rebar for torsion is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Table: Concrete Details 2 - Beam Summary Data - Chinese 2002 Field: VRebar Page 2058 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: TTrnRebar Field is Imported: No Format: Rebar Area/Length (Section Dimensions section of form) Units: in2/ft The required area per unit length along the beam of one leg of a closed stirrup around the perimeter of the beam at the specified location. This does not include the area of transverse reinforcing required for shear, if any. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Concrete Details 2 - Beam Summary Data - CSA A233-04 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Table: Concrete Details 2 - Beam Summary Data - CSA A233-04 Field: TTrnRebar Page 2059 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Field: Location Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: FTopCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the flexural top bar area is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Field: FTopArea Field is Imported: No Format: Rebar Area (Section Dimensions section of form) Units: Length2 The total longitudinal top rebar area required for flexure at the specified location. This does not include the area of longitudinal rebar required for torsion, if any. Field: FBotCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the flexural bottom bar area is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified Table: Concrete Details 2 - Beam Summary Data - CSA A233-04 Field: Status Page 2060 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Field: FBotArea Field is Imported: No Format: Rebar Area (Section Dimensions section of form) Units: Length2 The total longitudinal bottom rebar area required for flexure at the specified location. This does not include the area of longitudinal rebar required for torsion, if any. Field: VCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the shear rebar area per unit length is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Field: VRebar Field is Imported: No Format: Rebar Area/Length (Section Dimensions section of form) Units: in2/ft The required area of transverse shear reinforcing per unit length along the beam for shear at the specified location. This does not include the area of transverse reinforcing required for torsion, if any. Field: TLngCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the area of longitudinal rebar for torsion is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Table: Concrete Details 2 - Beam Summary Data - CSA A233-04 Field: FBotArea Page 2061 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: TLngArea Field is Imported: No Format: Rebar Area (Section Dimensions section of form) Units: Length2 The required area of longitudinal reinforcing required for torsion. This does not include the area of longitudinal rebar required for flexure, if any. Field: TTrnCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the area of transverse rebar for torsion is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Field: TTrnRebar Field is Imported: No Format: Rebar Area/Length (Section Dimensions section of form) Units: in2/ft The required area per unit length along the beam of one leg of a closed stirrup around the perimeter of the beam at the specified location. This does not include the area of transverse reinforcing required for shear, if any. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Concrete Details 2 - Beam Summary Data - CSA A233-04 Field: TLngArea Page 2062 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Concrete Details 2 - Beam Summary Data - CSA-A233-94 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Field: Location Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: FTopCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the flexural top bar area is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). Table: Concrete Details 2 - Beam Summary Data - CSA-A233-94 Field: Frame Page 2063 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Field: FTopArea Field is Imported: No Format: Rebar Area (Section Dimensions section of form) Units: Length2 The total longitudinal top rebar area required for flexure at the specified location. This does not include the area of longitudinal rebar required for torsion, if any. Field: FBotCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the flexural bottom bar area is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Field: FBotArea Field is Imported: No Format: Rebar Area (Section Dimensions section of form) Units: Length2 The total longitudinal bottom rebar area required for flexure at the specified location. This does not include the area of longitudinal rebar required for torsion, if any. Field: VCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the shear rebar area per unit length is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Table: Concrete Details 2 - Beam Summary Data - CSA-A233-94 Field: FTopArea Page 2064 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VRebar Field is Imported: No Format: Rebar Area/Length (Section Dimensions section of form) Units: in2/ft The required area of transverse shear reinforcing per unit length along the beam for shear at the specified location. This does not include the area of transverse reinforcing required for torsion, if any. Field: TLngCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the area of longitudinal rebar for torsion is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Field: TLngArea Field is Imported: No Format: Rebar Area (Section Dimensions section of form) Units: Length2 The required area of longitudinal reinforcing required for torsion. This does not include the area of longitudinal rebar required for flexure, if any. Field: TTrnCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the area of transverse rebar for torsion is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Table: Concrete Details 2 - Beam Summary Data - CSA-A233-94 Field: VRebar Page 2065 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: TTrnRebar Field is Imported: No Format: Rebar Area/Length (Section Dimensions section of form) Units: in2/ft The required area per unit length along the beam of one leg of a closed stirrup around the perimeter of the beam at the specified location. This does not include the area of transverse reinforcing required for shear, if any. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Concrete Details 2 - Beam Summary Data - EUROCODE 2-1992 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Table: Concrete Details 2 - Beam Summary Data - EUROCODE 2-1992 Field: TTrnRebar Page 2066 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Field: Location Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: FTopCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the flexural top bar area is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Field: FTopArea Field is Imported: No Format: Rebar Area (Section Dimensions section of form) Units: Length2 The total longitudinal top rebar area required for flexure at the specified location. This does not include the area of longitudinal rebar required for torsion, if any. Field: FBotCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the flexural bottom bar area is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified Table: Concrete Details 2 - Beam Summary Data - EUROCODE 2-1992 Field: Status Page 2067 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Field: FBotArea Field is Imported: No Format: Rebar Area (Section Dimensions section of form) Units: Length2 The total longitudinal bottom rebar area required for flexure at the specified location. This does not include the area of longitudinal rebar required for torsion, if any. Field: VCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the shear rebar area per unit length is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Field: VRebar Field is Imported: No Format: Rebar Area/Length (Section Dimensions section of form) Units: in2/ft The required area of transverse shear reinforcing per unit length along the beam for shear at the specified location. This does not include the area of transverse reinforcing required for torsion, if any. Field: TLngCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the area of longitudinal rebar for torsion is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Table: Concrete Details 2 - Beam Summary Data - EUROCODE 2-1992 Field: FBotArea Page 2068 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: TLngArea Field is Imported: No Format: Rebar Area (Section Dimensions section of form) Units: Length2 The required area of longitudinal reinforcing required for torsion. This does not include the area of longitudinal rebar required for flexure, if any. Field: TTrnCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the area of transverse rebar for torsion is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Field: TTrnRebar Field is Imported: No Format: Rebar Area/Length (Section Dimensions section of form) Units: in2/ft The required area per unit length along the beam of one leg of a closed stirrup around the perimeter of the beam at the specified location. This does not include the area of transverse reinforcing required for shear, if any. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Concrete Details 2 - Beam Summary Data - EUROCODE 2-1992 Field: TLngArea Page 2069 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Concrete Details 2 - Beam Summary Data - Eurocode 2-2004 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Field: Location Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: FTopCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the flexural top bar area is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). Table: Concrete Details 2 - Beam Summary Data - Eurocode 2-2004 Field: Frame Page 2070 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Field: FTopArea Field is Imported: No Format: Rebar Area (Section Dimensions section of form) Units: Length2 The total longitudinal top rebar area required for flexure at the specified location. This does not include the area of longitudinal rebar required for torsion, if any. Field: FBotCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the flexural bottom bar area is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Field: FBotArea Field is Imported: No Format: Rebar Area (Section Dimensions section of form) Units: Length2 The total longitudinal bottom rebar area required for flexure at the specified location. This does not include the area of longitudinal rebar required for torsion, if any. Field: VCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the shear rebar area per unit length is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Table: Concrete Details 2 - Beam Summary Data - Eurocode 2-2004 Field: FTopArea Page 2071 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VRebar Field is Imported: No Format: Rebar Area/Length (Section Dimensions section of form) Units: in2/ft The required area of transverse shear reinforcing per unit length along the beam for shear at the specified location. This does not include the area of transverse reinforcing required for torsion, if any. Field: TLngCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the area of longitudinal rebar for torsion is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Field: TLngArea Field is Imported: No Format: Rebar Area (Section Dimensions section of form) Units: Length2 The required area of longitudinal reinforcing required for torsion. This does not include the area of longitudinal rebar required for flexure, if any. Field: TTrnCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the area of transverse rebar for torsion is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Table: Concrete Details 2 - Beam Summary Data - Eurocode 2-2004 Field: VRebar Page 2072 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: TTrnRebar Field is Imported: No Format: Rebar Area/Length (Section Dimensions section of form) Units: in2/ft The required area per unit length along the beam of one leg of a closed stirrup around the perimeter of the beam at the specified location. This does not include the area of transverse reinforcing required for shear, if any. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Concrete Details 2 - Beam Summary Data - Hong Kong CP 2004 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Table: Concrete Details 2 - Beam Summary Data - Hong Kong CP 2004 Field: TTrnRebar Page 2073 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Field: Location Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: FTopCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the flexural top bar area is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Field: FTopArea Field is Imported: No Format: Rebar Area (Section Dimensions section of form) Units: Length2 The total longitudinal top rebar area required for flexure at the specified location. This does not include the area of longitudinal rebar required for torsion, if any. Field: FBotCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the flexural bottom bar area is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified Table: Concrete Details 2 - Beam Summary Data - Hong Kong CP 2004 Field: Status Page 2074 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Field: FBotArea Field is Imported: No Format: Rebar Area (Section Dimensions section of form) Units: Length2 The total longitudinal bottom rebar area required for flexure at the specified location. This does not include the area of longitudinal rebar required for torsion, if any. Field: VCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the shear rebar area per unit length is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Field: VRebar Field is Imported: No Format: Rebar Area/Length (Section Dimensions section of form) Units: in2/ft The required area of transverse shear reinforcing per unit length along the beam for shear at the specified location. This does not include the area of transverse reinforcing required for torsion, if any. Field: TLngCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the area of longitudinal rebar for torsion is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Table: Concrete Details 2 - Beam Summary Data - Hong Kong CP 2004 Field: FBotArea Page 2075 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: TLngArea Field is Imported: No Format: Rebar Area (Section Dimensions section of form) Units: Length2 The required area of longitudinal reinforcing required for torsion. This does not include the area of longitudinal rebar required for flexure, if any. Field: TTrnCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the area of transverse rebar for torsion is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Field: TTrnRebar Field is Imported: No Format: Rebar Area/Length (Section Dimensions section of form) Units: in2/ft The required area per unit length along the beam of one leg of a closed stirrup around the perimeter of the beam at the specified location. This does not include the area of transverse reinforcing required for shear, if any. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Concrete Details 2 - Beam Summary Data - Hong Kong CP 2004 Field: TLngArea Page 2076 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Concrete Details 2 - Beam Summary Data - Indian IS 456-2000 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Field: Location Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: FTopCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the flexural top bar area is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). Table: Concrete Details 2 - Beam Summary Data - Indian IS 456-2000 Field: Frame Page 2077 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Field: FTopArea Field is Imported: No Format: Rebar Area (Section Dimensions section of form) Units: Length2 The total longitudinal top rebar area required for flexure at the specified location. This does not include the area of longitudinal rebar required for torsion, if any. Field: FBotCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the flexural bottom bar area is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Field: FBotArea Field is Imported: No Format: Rebar Area (Section Dimensions section of form) Units: Length2 The total longitudinal bottom rebar area required for flexure at the specified location. This does not include the area of longitudinal rebar required for torsion, if any. Field: VCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the shear rebar area per unit length is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Table: Concrete Details 2 - Beam Summary Data - Indian IS 456-2000 Field: FTopArea Page 2078 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VRebar Field is Imported: No Format: Rebar Area/Length (Section Dimensions section of form) Units: in2/ft The required area of transverse shear reinforcing per unit length along the beam for shear at the specified location. This does not include the area of transverse reinforcing required for torsion, if any. Field: TLngCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the area of longitudinal rebar for torsion is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Field: TLngArea Field is Imported: No Format: Rebar Area (Section Dimensions section of form) Units: Length2 The required area of longitudinal reinforcing required for torsion. This does not include the area of longitudinal rebar required for flexure, if any. Field: TTrnCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the area of transverse rebar for torsion is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Table: Concrete Details 2 - Beam Summary Data - Indian IS 456-2000 Field: VRebar Page 2079 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: TTrnRebar Field is Imported: No Format: Rebar Area/Length (Section Dimensions section of form) Units: in2/ft The required area per unit length along the beam of one leg of a closed stirrup around the perimeter of the beam at the specified location. This does not include the area of transverse reinforcing required for shear, if any. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Concrete Details 2 - Beam Summary Data - Italian DM 14-2-92 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Table: Concrete Details 2 - Beam Summary Data - Italian DM 14-2-92 Field: TTrnRebar Page 2080 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Field: Location Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: FTopCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the flexural top bar area is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Field: FTopArea Field is Imported: No Format: Rebar Area (Section Dimensions section of form) Units: Length2 The total longitudinal top rebar area required for flexure at the specified location. This does not include the area of longitudinal rebar required for torsion, if any. Field: FBotCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the flexural bottom bar area is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified Table: Concrete Details 2 - Beam Summary Data - Italian DM 14-2-92 Field: Status Page 2081 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Field: FBotArea Field is Imported: No Format: Rebar Area (Section Dimensions section of form) Units: Length2 The total longitudinal bottom rebar area required for flexure at the specified location. This does not include the area of longitudinal rebar required for torsion, if any. Field: VCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the shear rebar area per unit length is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Field: VRebar Field is Imported: No Format: Rebar Area/Length (Section Dimensions section of form) Units: in2/ft The required area of transverse shear reinforcing per unit length along the beam for shear at the specified location. This does not include the area of transverse reinforcing required for torsion, if any. Field: TLngCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the area of longitudinal rebar for torsion is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Table: Concrete Details 2 - Beam Summary Data - Italian DM 14-2-92 Field: FBotArea Page 2082 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: TLngArea Field is Imported: No Format: Rebar Area (Section Dimensions section of form) Units: Length2 The required area of longitudinal reinforcing required for torsion. This does not include the area of longitudinal rebar required for flexure, if any. Field: TTrnCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the area of transverse rebar for torsion is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Field: TTrnRebar Field is Imported: No Format: Rebar Area/Length (Section Dimensions section of form) Units: in2/ft The required area per unit length along the beam of one leg of a closed stirrup around the perimeter of the beam at the specified location. This does not include the area of transverse reinforcing required for shear, if any. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Concrete Details 2 - Beam Summary Data - Italian DM 14-2-92 Field: TLngArea Page 2083 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Concrete Details 2 - Beam Summary Data - KCI-1999 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Field: Location Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: FTopCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the flexural top bar area is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). Table: Concrete Details 2 - Beam Summary Data - KCI-1999 Field: Frame Page 2084 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Field: FTopArea Field is Imported: No Format: Rebar Area (Section Dimensions section of form) Units: Length2 The total longitudinal top rebar area required for flexure at the specified location. This does not include the area of longitudinal rebar required for torsion, if any. Field: FBotCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the flexural bottom bar area is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Field: FBotArea Field is Imported: No Format: Rebar Area (Section Dimensions section of form) Units: Length2 The total longitudinal bottom rebar area required for flexure at the specified location. This does not include the area of longitudinal rebar required for torsion, if any. Field: VCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the shear rebar area per unit length is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Table: Concrete Details 2 - Beam Summary Data - KCI-1999 Field: FTopArea Page 2085 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VRebar Field is Imported: No Format: Rebar Area/Length (Section Dimensions section of form) Units: in2/ft The required area of transverse shear reinforcing per unit length along the beam for shear at the specified location. This does not include the area of transverse reinforcing required for torsion, if any. Field: TLngCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the area of longitudinal rebar for torsion is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Field: TLngArea Field is Imported: No Format: Rebar Area (Section Dimensions section of form) Units: Length2 The required area of longitudinal reinforcing required for torsion. This does not include the area of longitudinal rebar required for flexure, if any. Field: TTrnCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the area of transverse rebar for torsion is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Table: Concrete Details 2 - Beam Summary Data - KCI-1999 Field: VRebar Page 2086 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: TTrnRebar Field is Imported: No Format: Rebar Area/Length (Section Dimensions section of form) Units: in2/ft The required area per unit length along the beam of one leg of a closed stirrup around the perimeter of the beam at the specified location. This does not include the area of transverse reinforcing required for shear, if any. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Concrete Details 2 - Beam Summary Data - Mexican RCDF 2001 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Table: Concrete Details 2 - Beam Summary Data - Mexican RCDF 2001 Field: TTrnRebar Page 2087 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Field: Location Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: FTopCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the flexural top bar area is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Field: FTopArea Field is Imported: No Format: Rebar Area (Section Dimensions section of form) Units: Length2 The total longitudinal top rebar area required for flexure at the specified location. This does not include the area of longitudinal rebar required for torsion, if any. Field: FBotCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the flexural bottom bar area is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified Table: Concrete Details 2 - Beam Summary Data - Mexican RCDF 2001 Field: Status Page 2088 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Field: FBotArea Field is Imported: No Format: Rebar Area (Section Dimensions section of form) Units: Length2 The total longitudinal bottom rebar area required for flexure at the specified location. This does not include the area of longitudinal rebar required for torsion, if any. Field: VCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the shear rebar area per unit length is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Field: VRebar Field is Imported: No Format: Rebar Area/Length (Section Dimensions section of form) Units: in2/ft The required area of transverse shear reinforcing per unit length along the beam for shear at the specified location. This does not include the area of transverse reinforcing required for torsion, if any. Field: TLngCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the area of longitudinal rebar for torsion is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Table: Concrete Details 2 - Beam Summary Data - Mexican RCDF 2001 Field: FBotArea Page 2089 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: TLngArea Field is Imported: No Format: Rebar Area (Section Dimensions section of form) Units: Length2 The required area of longitudinal reinforcing required for torsion. This does not include the area of longitudinal rebar required for flexure, if any. Field: TTrnCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the area of transverse rebar for torsion is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Field: TTrnRebar Field is Imported: No Format: Rebar Area/Length (Section Dimensions section of form) Units: in2/ft The required area per unit length along the beam of one leg of a closed stirrup around the perimeter of the beam at the specified location. This does not include the area of transverse reinforcing required for shear, if any. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Concrete Details 2 - Beam Summary Data - Mexican RCDF 2001 Field: TLngArea Page 2090 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Concrete Details 2 - Beam Summary Data - NZS 3101-95 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Field: Location Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: FTopCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the flexural top bar area is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). Table: Concrete Details 2 - Beam Summary Data - NZS 3101-95 Field: Frame Page 2091 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Field: FTopArea Field is Imported: No Format: Rebar Area (Section Dimensions section of form) Units: Length2 The total longitudinal top rebar area required for flexure at the specified location. This does not include the area of longitudinal rebar required for torsion, if any. Field: FBotCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the flexural bottom bar area is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Field: FBotArea Field is Imported: No Format: Rebar Area (Section Dimensions section of form) Units: Length2 The total longitudinal bottom rebar area required for flexure at the specified location. This does not include the area of longitudinal rebar required for torsion, if any. Field: VCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the shear rebar area per unit length is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Table: Concrete Details 2 - Beam Summary Data - NZS 3101-95 Field: FTopArea Page 2092 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VRebar Field is Imported: No Format: Rebar Area/Length (Section Dimensions section of form) Units: in2/ft The required area of transverse shear reinforcing per unit length along the beam for shear at the specified location. This does not include the area of transverse reinforcing required for torsion, if any. Field: TLngCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the area of longitudinal rebar for torsion is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Field: TLngArea Field is Imported: No Format: Rebar Area (Section Dimensions section of form) Units: Length2 The required area of longitudinal reinforcing required for torsion. This does not include the area of longitudinal rebar required for flexure, if any. Field: TTrnCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the area of transverse rebar for torsion is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Table: Concrete Details 2 - Beam Summary Data - NZS 3101-95 Field: VRebar Page 2093 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: TTrnRebar Field is Imported: No Format: Rebar Area/Length (Section Dimensions section of form) Units: in2/ft The required area per unit length along the beam of one leg of a closed stirrup around the perimeter of the beam at the specified location. This does not include the area of transverse reinforcing required for shear, if any. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Concrete Details 2 - Beam Summary Data - Singapore CP 65:99 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Table: Concrete Details 2 - Beam Summary Data - Singapore CP 65:99 Field: TTrnRebar Page 2094 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Field: Location Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: FTopCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the flexural top bar area is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Field: FTopArea Field is Imported: No Format: Rebar Area (Section Dimensions section of form) Units: Length2 The total longitudinal top rebar area required for flexure at the specified location. This does not include the area of longitudinal rebar required for torsion, if any. Field: FBotCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the flexural bottom bar area is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified Table: Concrete Details 2 - Beam Summary Data - Singapore CP 65:99 Field: Status Page 2095 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Field: FBotArea Field is Imported: No Format: Rebar Area (Section Dimensions section of form) Units: Length2 The total longitudinal bottom rebar area required for flexure at the specified location. This does not include the area of longitudinal rebar required for torsion, if any. Field: VCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the shear rebar area per unit length is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Field: VRebar Field is Imported: No Format: Rebar Area/Length (Section Dimensions section of form) Units: in2/ft The required area of transverse shear reinforcing per unit length along the beam for shear at the specified location. This does not include the area of transverse reinforcing required for torsion, if any. Field: TLngCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the area of longitudinal rebar for torsion is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Table: Concrete Details 2 - Beam Summary Data - Singapore CP 65:99 Field: FBotArea Page 2096 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: TLngArea Field is Imported: No Format: Rebar Area (Section Dimensions section of form) Units: Length2 The required area of longitudinal reinforcing required for torsion. This does not include the area of longitudinal rebar required for flexure, if any. Field: TTrnCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the area of transverse rebar for torsion is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Field: TTrnRebar Field is Imported: No Format: Rebar Area/Length (Section Dimensions section of form) Units: in2/ft The required area per unit length along the beam of one leg of a closed stirrup around the perimeter of the beam at the specified location. This does not include the area of transverse reinforcing required for shear, if any. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Concrete Details 2 - Beam Summary Data - Singapore CP 65:99 Field: TLngArea Page 2097 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Concrete Details 2 - Beam Summary Data - UBC97 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Field: Location Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: FTopCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the flexural top bar area is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). Table: Concrete Details 2 - Beam Summary Data - UBC97 Field: Frame Page 2098 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Field: FTopArea Field is Imported: No Format: Rebar Area (Section Dimensions section of form) Units: Length2 The total longitudinal top rebar area required for flexure at the specified location. This does not include the area of longitudinal rebar required for torsion, if any. Field: FBotCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the flexural bottom bar area is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Field: FBotArea Field is Imported: No Format: Rebar Area (Section Dimensions section of form) Units: Length2 The total longitudinal bottom rebar area required for flexure at the specified location. This does not include the area of longitudinal rebar required for torsion, if any. Field: VCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the shear rebar area per unit length is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Table: Concrete Details 2 - Beam Summary Data - UBC97 Field: FTopArea Page 2099 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VRebar Field is Imported: No Format: Rebar Area/Length (Section Dimensions section of form) Units: in2/ft The required area of transverse shear reinforcing per unit length along the beam for shear at the specified location. This does not include the area of transverse reinforcing required for torsion, if any. Field: TLngCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the area of longitudinal rebar for torsion is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Field: TLngArea Field is Imported: No Format: Rebar Area (Section Dimensions section of form) Units: Length2 The required area of longitudinal reinforcing required for torsion. This does not include the area of longitudinal rebar required for flexure, if any. Field: TTrnCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the area of transverse rebar for torsion is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Table: Concrete Details 2 - Beam Summary Data - UBC97 Field: VRebar Page 2100 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: TTrnRebar Field is Imported: No Format: Rebar Area/Length (Section Dimensions section of form) Units: in2/ft The required area per unit length along the beam of one leg of a closed stirrup around the perimeter of the beam at the specified location. This does not include the area of transverse reinforcing required for shear, if any. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Concrete Details 3 - Joint Summary Data - ACI 318-02 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Table: Concrete Details 3 - Joint Summary Data - ACI 318-02 Field: TTrnRebar Page 2101 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: JSMajCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the joint shear ratio associated with the column major axis is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: JSMajRatio Field is Imported: No Format: Controlled by program Units: Unitless This is the joint shear divided by the joint shear capacity. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: JSMinCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the joint shear ratio associated with the column minor axis is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Concrete Details 3 - Joint Summary Data - ACI 318-02 Field: JSMajCombo Page 2102 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: JSMinRatio Field is Imported: No Format: Controlled by program Units: Unitless This is the joint shear divided by the joint shear capacity. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: CBMajCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the column/beam capacity ratio associated with the column major axis is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: CBMajRatio Field is Imported: No Format: Controlled by program Units: Unitless The column/beam capacity ratio associated with the column major axis. This is the sum of the column capacities divided by the sum of the beam capacities at the top of the specified column. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: CBMinCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the column/beam capacity ratio associated with the column minor axis is reported. It is either the name of a specified Table: Concrete Details 3 - Joint Summary Data - ACI 318-02 Field: JSMinRatio Page 2103 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: CBMinRatio Field is Imported: No Format: Controlled by program Units: Unitless The column/beam capacity ratio associated with the column major axis. This is the sum of the column capacities divided by the sum of the beam capacities at the top of the specified column. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Concrete Details 3 - Joint Summary Data - ACI 318-02 Field: CBMinRatio Page 2104 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Concrete Details 3 - Joint Summary Data - ACI 318-05/IBC2003 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Field: JSMajCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the joint shear ratio associated with the column major axis is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: JSMajRatio Field is Imported: No Format: Controlled by program Units: Unitless This is the joint shear divided by the joint shear capacity. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Table: Concrete Details 3 - Joint Summary Data - ACI 318-05/IBC2003 Field: Frame Page 2105 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: JSMinCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the joint shear ratio associated with the column minor axis is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: JSMinRatio Field is Imported: No Format: Controlled by program Units: Unitless This is the joint shear divided by the joint shear capacity. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: CBMajCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the column/beam capacity ratio associated with the column major axis is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Table: Concrete Details 3 - Joint Summary Data - ACI 318-05/IBC2003 Field: JSMinCombo Page 2106 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: CBMajRatio Field is Imported: No Format: Controlled by program Units: Unitless The column/beam capacity ratio associated with the column major axis. This is the sum of the column capacities divided by the sum of the beam capacities at the top of the specified column. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: CBMinCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the column/beam capacity ratio associated with the column minor axis is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: CBMinRatio Field is Imported: No Format: Controlled by program Units: Unitless The column/beam capacity ratio associated with the column major axis. This is the sum of the column capacities divided by the sum of the beam capacities at the top of the specified column. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Concrete Details 3 - Joint Summary Data - ACI 318-05/IBC2003 Field: CBMajRatio Page 2107 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Concrete Details 3 - Joint Summary Data - ACI 318-99 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Field: JSMajCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the joint shear ratio associated with the column major axis is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Table: Concrete Details 3 - Joint Summary Data - ACI 318-99 Field: ErrMsg Page 2108 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: JSMajRatio Field is Imported: No Format: Controlled by program Units: Unitless This is the joint shear divided by the joint shear capacity. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: JSMinCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the joint shear ratio associated with the column minor axis is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: JSMinRatio Field is Imported: No Format: Controlled by program Units: Unitless This is the joint shear divided by the joint shear capacity. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Concrete Details 3 - Joint Summary Data - ACI 318-99 Field: JSMajRatio Page 2109 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: CBMajCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the column/beam capacity ratio associated with the column major axis is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: CBMajRatio Field is Imported: No Format: Controlled by program Units: Unitless The column/beam capacity ratio associated with the column major axis. This is the sum of the column capacities divided by the sum of the beam capacities at the top of the specified column. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: CBMinCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the column/beam capacity ratio associated with the column minor axis is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Concrete Details 3 - Joint Summary Data - ACI 318-99 Field: CBMajCombo Page 2110 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: CBMinRatio Field is Imported: No Format: Controlled by program Units: Unitless The column/beam capacity ratio associated with the column major axis. This is the sum of the column capacities divided by the sum of the beam capacities at the top of the specified column. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Concrete Details 3 - Joint Summary Data - AS 3600-01 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Table: Concrete Details 3 - Joint Summary Data - AS 3600-01 Field: CBMinRatio Page 2111 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: JSMajCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the joint shear ratio associated with the column major axis is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: JSMajRatio Field is Imported: No Format: Controlled by program Units: Unitless This is the joint shear divided by the joint shear capacity. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: JSMinCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the joint shear ratio associated with the column minor axis is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Concrete Details 3 - Joint Summary Data - AS 3600-01 Field: JSMajCombo Page 2112 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: JSMinRatio Field is Imported: No Format: Controlled by program Units: Unitless This is the joint shear divided by the joint shear capacity. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: CBMajCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the column/beam capacity ratio associated with the column major axis is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: CBMajRatio Field is Imported: No Format: Controlled by program Units: Unitless The column/beam capacity ratio associated with the column major axis. This is the sum of the column capacities divided by the sum of the beam capacities at the top of the specified column. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: CBMinCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the column/beam capacity ratio associated with the column minor axis is reported. It is either the name of a specified Table: Concrete Details 3 - Joint Summary Data - AS 3600-01 Field: JSMinRatio Page 2113 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: CBMinRatio Field is Imported: No Format: Controlled by program Units: Unitless The column/beam capacity ratio associated with the column major axis. This is the sum of the column capacities divided by the sum of the beam capacities at the top of the specified column. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Concrete Details 3 - Joint Summary Data - AS 3600-01 Field: CBMinRatio Page 2114 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Concrete Details 3 - Joint Summary Data - BS8110 89 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Field: JSMajCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the joint shear ratio associated with the column major axis is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: JSMajRatio Field is Imported: No Format: Controlled by program Units: Unitless This is the joint shear divided by the joint shear capacity. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Table: Concrete Details 3 - Joint Summary Data - BS8110 89 Field: Frame Page 2115 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: JSMinCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the joint shear ratio associated with the column minor axis is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: JSMinRatio Field is Imported: No Format: Controlled by program Units: Unitless This is the joint shear divided by the joint shear capacity. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: CBMajCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the column/beam capacity ratio associated with the column major axis is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Table: Concrete Details 3 - Joint Summary Data - BS8110 89 Field: JSMinCombo Page 2116 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: CBMajRatio Field is Imported: No Format: Controlled by program Units: Unitless The column/beam capacity ratio associated with the column major axis. This is the sum of the column capacities divided by the sum of the beam capacities at the top of the specified column. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: CBMinCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the column/beam capacity ratio associated with the column minor axis is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: CBMinRatio Field is Imported: No Format: Controlled by program Units: Unitless The column/beam capacity ratio associated with the column major axis. This is the sum of the column capacities divided by the sum of the beam capacities at the top of the specified column. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Concrete Details 3 - Joint Summary Data - BS8110 89 Field: CBMajRatio Page 2117 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Concrete Details 3 - Joint Summary Data - BS8110 97 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Field: JSMajCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the joint shear ratio associated with the column major axis is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Table: Concrete Details 3 - Joint Summary Data - BS8110 97 Field: ErrMsg Page 2118 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: JSMajRatio Field is Imported: No Format: Controlled by program Units: Unitless This is the joint shear divided by the joint shear capacity. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: JSMinCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the joint shear ratio associated with the column minor axis is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: JSMinRatio Field is Imported: No Format: Controlled by program Units: Unitless This is the joint shear divided by the joint shear capacity. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Concrete Details 3 - Joint Summary Data - BS8110 97 Field: JSMajRatio Page 2119 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: CBMajCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the column/beam capacity ratio associated with the column major axis is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: CBMajRatio Field is Imported: No Format: Controlled by program Units: Unitless The column/beam capacity ratio associated with the column major axis. This is the sum of the column capacities divided by the sum of the beam capacities at the top of the specified column. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: CBMinCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the column/beam capacity ratio associated with the column minor axis is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Concrete Details 3 - Joint Summary Data - BS8110 97 Field: CBMajCombo Page 2120 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: CBMinRatio Field is Imported: No Format: Controlled by program Units: Unitless The column/beam capacity ratio associated with the column major axis. This is the sum of the column capacities divided by the sum of the beam capacities at the top of the specified column. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Concrete Details 3 - Joint Summary Data - CSA A233-04 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Table: Concrete Details 3 - Joint Summary Data - CSA A233-04 Field: CBMinRatio Page 2121 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: JSMajCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the joint shear ratio associated with the column major axis is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: JSMajRatio Field is Imported: No Format: Controlled by program Units: Unitless This is the joint shear divided by the joint shear capacity. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: JSMinCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the joint shear ratio associated with the column minor axis is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Concrete Details 3 - Joint Summary Data - CSA A233-04 Field: JSMajCombo Page 2122 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: JSMinRatio Field is Imported: No Format: Controlled by program Units: Unitless This is the joint shear divided by the joint shear capacity. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: CBMajCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the column/beam capacity ratio associated with the column major axis is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: CBMajRatio Field is Imported: No Format: Controlled by program Units: Unitless The column/beam capacity ratio associated with the column major axis. This is the sum of the column capacities divided by the sum of the beam capacities at the top of the specified column. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: CBMinCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the column/beam capacity ratio associated with the column minor axis is reported. It is either the name of a specified Table: Concrete Details 3 - Joint Summary Data - CSA A233-04 Field: JSMinRatio Page 2123 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: CBMinRatio Field is Imported: No Format: Controlled by program Units: Unitless The column/beam capacity ratio associated with the column major axis. This is the sum of the column capacities divided by the sum of the beam capacities at the top of the specified column. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Concrete Details 3 - Joint Summary Data - CSA A233-04 Field: CBMinRatio Page 2124 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Concrete Details 3 - Joint Summary Data - CSA-A233-94 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Field: JSMajCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the joint shear ratio associated with the column major axis is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: JSMajRatio Field is Imported: No Format: Controlled by program Units: Unitless This is the joint shear divided by the joint shear capacity. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Table: Concrete Details 3 - Joint Summary Data - CSA-A233-94 Field: Frame Page 2125 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: JSMinCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the joint shear ratio associated with the column minor axis is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: JSMinRatio Field is Imported: No Format: Controlled by program Units: Unitless This is the joint shear divided by the joint shear capacity. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: CBMajCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the column/beam capacity ratio associated with the column major axis is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Table: Concrete Details 3 - Joint Summary Data - CSA-A233-94 Field: JSMinCombo Page 2126 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: CBMajRatio Field is Imported: No Format: Controlled by program Units: Unitless The column/beam capacity ratio associated with the column major axis. This is the sum of the column capacities divided by the sum of the beam capacities at the top of the specified column. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: CBMinCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the column/beam capacity ratio associated with the column minor axis is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: CBMinRatio Field is Imported: No Format: Controlled by program Units: Unitless The column/beam capacity ratio associated with the column major axis. This is the sum of the column capacities divided by the sum of the beam capacities at the top of the specified column. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Concrete Details 3 - Joint Summary Data - CSA-A233-94 Field: CBMajRatio Page 2127 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Concrete Details 3 - Joint Summary Data - EUROCODE 2-1992 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Field: JSMajCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the joint shear ratio associated with the column major axis is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Table: Concrete Details 3 - Joint Summary Data - EUROCODE 2-1992 Field: ErrMsg Page 2128 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: JSMajRatio Field is Imported: No Format: Controlled by program Units: Unitless This is the joint shear divided by the joint shear capacity. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: JSMinCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the joint shear ratio associated with the column minor axis is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: JSMinRatio Field is Imported: No Format: Controlled by program Units: Unitless This is the joint shear divided by the joint shear capacity. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Concrete Details 3 - Joint Summary Data - EUROCODE 2-1992 Field: JSMajRatio Page 2129 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: CBMajCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the column/beam capacity ratio associated with the column major axis is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: CBMajRatio Field is Imported: No Format: Controlled by program Units: Unitless The column/beam capacity ratio associated with the column major axis. This is the sum of the column capacities divided by the sum of the beam capacities at the top of the specified column. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: CBMinCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the column/beam capacity ratio associated with the column minor axis is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Concrete Details 3 - Joint Summary Data - EUROCODE 2-1992 Field: CBMajCombo Page 2130 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: CBMinRatio Field is Imported: No Format: Controlled by program Units: Unitless The column/beam capacity ratio associated with the column major axis. This is the sum of the column capacities divided by the sum of the beam capacities at the top of the specified column. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Concrete Details 3 - Joint Summary Data - Eurocode 2-2004 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Table: Concrete Details 3 - Joint Summary Data - Eurocode 2-2004 Field: CBMinRatio Page 2131 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: JSMajCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the joint shear ratio associated with the column major axis is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: JSMajRatio Field is Imported: No Format: Controlled by program Units: Unitless This is the joint shear divided by the joint shear capacity. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: JSMinCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the joint shear ratio associated with the column minor axis is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Concrete Details 3 - Joint Summary Data - Eurocode 2-2004 Field: JSMajCombo Page 2132 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: JSMinRatio Field is Imported: No Format: Controlled by program Units: Unitless This is the joint shear divided by the joint shear capacity. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: CBMajCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the column/beam capacity ratio associated with the column major axis is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: CBMajRatio Field is Imported: No Format: Controlled by program Units: Unitless The column/beam capacity ratio associated with the column major axis. This is the sum of the column capacities divided by the sum of the beam capacities at the top of the specified column. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: CBMinCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the column/beam capacity ratio associated with the column minor axis is reported. It is either the name of a specified Table: Concrete Details 3 - Joint Summary Data - Eurocode 2-2004 Field: JSMinRatio Page 2133 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: CBMinRatio Field is Imported: No Format: Controlled by program Units: Unitless The column/beam capacity ratio associated with the column major axis. This is the sum of the column capacities divided by the sum of the beam capacities at the top of the specified column. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Concrete Details 3 - Joint Summary Data - Eurocode 2-2004 Field: CBMinRatio Page 2134 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Concrete Details 3 - Joint Summary Data - Hong Kong CP 2004 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Field: JSMajCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the joint shear ratio associated with the column major axis is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: JSMajRatio Field is Imported: No Format: Controlled by program Units: Unitless This is the joint shear divided by the joint shear capacity. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Table: Concrete Details 3 - Joint Summary Data - Hong Kong CP 2004 Field: Frame Page 2135 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: JSMinCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the joint shear ratio associated with the column minor axis is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: JSMinRatio Field is Imported: No Format: Controlled by program Units: Unitless This is the joint shear divided by the joint shear capacity. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: CBMajCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the column/beam capacity ratio associated with the column major axis is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Table: Concrete Details 3 - Joint Summary Data - Hong Kong CP 2004 Field: JSMinCombo Page 2136 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: CBMajRatio Field is Imported: No Format: Controlled by program Units: Unitless The column/beam capacity ratio associated with the column major axis. This is the sum of the column capacities divided by the sum of the beam capacities at the top of the specified column. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: CBMinCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the column/beam capacity ratio associated with the column minor axis is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: CBMinRatio Field is Imported: No Format: Controlled by program Units: Unitless The column/beam capacity ratio associated with the column major axis. This is the sum of the column capacities divided by the sum of the beam capacities at the top of the specified column. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Concrete Details 3 - Joint Summary Data - Hong Kong CP 2004 Field: CBMajRatio Page 2137 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Concrete Details 3 - Joint Summary Data - Indian IS 456-2000 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Field: JSMajCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the joint shear ratio associated with the column major axis is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Table: Concrete Details 3 - Joint Summary Data - Indian IS 456-2000 Field: ErrMsg Page 2138 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: JSMajRatio Field is Imported: No Format: Controlled by program Units: Unitless This is the joint shear divided by the joint shear capacity. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: JSMinCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the joint shear ratio associated with the column minor axis is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: JSMinRatio Field is Imported: No Format: Controlled by program Units: Unitless This is the joint shear divided by the joint shear capacity. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Concrete Details 3 - Joint Summary Data - Indian IS 456-2000 Field: JSMajRatio Page 2139 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: CBMajCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the column/beam capacity ratio associated with the column major axis is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: CBMajRatio Field is Imported: No Format: Controlled by program Units: Unitless The column/beam capacity ratio associated with the column major axis. This is the sum of the column capacities divided by the sum of the beam capacities at the top of the specified column. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: CBMinCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the column/beam capacity ratio associated with the column minor axis is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Concrete Details 3 - Joint Summary Data - Indian IS 456-2000 Field: CBMajCombo Page 2140 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: CBMinRatio Field is Imported: No Format: Controlled by program Units: Unitless The column/beam capacity ratio associated with the column major axis. This is the sum of the column capacities divided by the sum of the beam capacities at the top of the specified column. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Concrete Details 3 - Joint Summary Data - Italian DM 14-2-92 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Table: Concrete Details 3 - Joint Summary Data - Italian DM 14-2-92 Field: CBMinRatio Page 2141 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: JSMajCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the joint shear ratio associated with the column major axis is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: JSMajRatio Field is Imported: No Format: Controlled by program Units: Unitless This is the joint shear divided by the joint shear capacity. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: JSMinCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the joint shear ratio associated with the column minor axis is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Concrete Details 3 - Joint Summary Data - Italian DM 14-2-92 Field: JSMajCombo Page 2142 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: JSMinRatio Field is Imported: No Format: Controlled by program Units: Unitless This is the joint shear divided by the joint shear capacity. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: CBMajCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the column/beam capacity ratio associated with the column major axis is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: CBMajRatio Field is Imported: No Format: Controlled by program Units: Unitless The column/beam capacity ratio associated with the column major axis. This is the sum of the column capacities divided by the sum of the beam capacities at the top of the specified column. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: CBMinCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the column/beam capacity ratio associated with the column minor axis is reported. It is either the name of a specified Table: Concrete Details 3 - Joint Summary Data - Italian DM 14-2-92 Field: JSMinRatio Page 2143 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: CBMinRatio Field is Imported: No Format: Controlled by program Units: Unitless The column/beam capacity ratio associated with the column major axis. This is the sum of the column capacities divided by the sum of the beam capacities at the top of the specified column. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Concrete Details 3 - Joint Summary Data - Italian DM 14-2-92 Field: CBMinRatio Page 2144 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Concrete Details 3 - Joint Summary Data - KCI-1999 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Field: JSMajCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the joint shear ratio associated with the column major axis is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: JSMajRatio Field is Imported: No Format: Controlled by program Units: Unitless This is the joint shear divided by the joint shear capacity. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Table: Concrete Details 3 - Joint Summary Data - KCI-1999 Field: Frame Page 2145 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: JSMinCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the joint shear ratio associated with the column minor axis is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: JSMinRatio Field is Imported: No Format: Controlled by program Units: Unitless This is the joint shear divided by the joint shear capacity. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: CBMajCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the column/beam capacity ratio associated with the column major axis is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Table: Concrete Details 3 - Joint Summary Data - KCI-1999 Field: JSMinCombo Page 2146 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: CBMajRatio Field is Imported: No Format: Controlled by program Units: Unitless The column/beam capacity ratio associated with the column major axis. This is the sum of the column capacities divided by the sum of the beam capacities at the top of the specified column. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: CBMinCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the column/beam capacity ratio associated with the column minor axis is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: CBMinRatio Field is Imported: No Format: Controlled by program Units: Unitless The column/beam capacity ratio associated with the column major axis. This is the sum of the column capacities divided by the sum of the beam capacities at the top of the specified column. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Concrete Details 3 - Joint Summary Data - KCI-1999 Field: CBMajRatio Page 2147 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Concrete Details 3 - Joint Summary Data - Mexican RCDF 2001 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Field: JSMajCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the joint shear ratio associated with the column major axis is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Table: Concrete Details 3 - Joint Summary Data - Mexican RCDF 2001 Field: ErrMsg Page 2148 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: JSMajRatio Field is Imported: No Format: Controlled by program Units: Unitless This is the joint shear divided by the joint shear capacity. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: JSMinCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the joint shear ratio associated with the column minor axis is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: JSMinRatio Field is Imported: No Format: Controlled by program Units: Unitless This is the joint shear divided by the joint shear capacity. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Concrete Details 3 - Joint Summary Data - Mexican RCDF 2001 Field: JSMajRatio Page 2149 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: CBMajCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the column/beam capacity ratio associated with the column major axis is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: CBMajRatio Field is Imported: No Format: Controlled by program Units: Unitless The column/beam capacity ratio associated with the column major axis. This is the sum of the column capacities divided by the sum of the beam capacities at the top of the specified column. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: CBMinCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the column/beam capacity ratio associated with the column minor axis is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Concrete Details 3 - Joint Summary Data - Mexican RCDF 2001 Field: CBMajCombo Page 2150 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: CBMinRatio Field is Imported: No Format: Controlled by program Units: Unitless The column/beam capacity ratio associated with the column major axis. This is the sum of the column capacities divided by the sum of the beam capacities at the top of the specified column. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Concrete Details 3 - Joint Summary Data - NZS 3101-95 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Table: Concrete Details 3 - Joint Summary Data - NZS 3101-95 Field: CBMinRatio Page 2151 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: JSMajCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the joint shear ratio associated with the column major axis is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: JSMajRatio Field is Imported: No Format: Controlled by program Units: Unitless This is the joint shear divided by the joint shear capacity. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: JSMinCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the joint shear ratio associated with the column minor axis is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Concrete Details 3 - Joint Summary Data - NZS 3101-95 Field: JSMajCombo Page 2152 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: JSMinRatio Field is Imported: No Format: Controlled by program Units: Unitless This is the joint shear divided by the joint shear capacity. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: CBMajCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the column/beam capacity ratio associated with the column major axis is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: CBMajRatio Field is Imported: No Format: Controlled by program Units: Unitless The column/beam capacity ratio associated with the column major axis. This is the sum of the column capacities divided by the sum of the beam capacities at the top of the specified column. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: CBMinCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the column/beam capacity ratio associated with the column minor axis is reported. It is either the name of a specified Table: Concrete Details 3 - Joint Summary Data - NZS 3101-95 Field: JSMinRatio Page 2153 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: CBMinRatio Field is Imported: No Format: Controlled by program Units: Unitless The column/beam capacity ratio associated with the column major axis. This is the sum of the column capacities divided by the sum of the beam capacities at the top of the specified column. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Concrete Details 3 - Joint Summary Data - NZS 3101-95 Field: CBMinRatio Page 2154 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Concrete Details 3 - Joint Summary Data - Singapore CP 65:99 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Field: JSMajCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the joint shear ratio associated with the column major axis is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: JSMajRatio Field is Imported: No Format: Controlled by program Units: Unitless This is the joint shear divided by the joint shear capacity. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Table: Concrete Details 3 - Joint Summary Data - Singapore CP 65:99 Field: Frame Page 2155 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: JSMinCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the joint shear ratio associated with the column minor axis is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: JSMinRatio Field is Imported: No Format: Controlled by program Units: Unitless This is the joint shear divided by the joint shear capacity. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: CBMajCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the column/beam capacity ratio associated with the column major axis is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Table: Concrete Details 3 - Joint Summary Data - Singapore CP 65:99 Field: JSMinCombo Page 2156 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: CBMajRatio Field is Imported: No Format: Controlled by program Units: Unitless The column/beam capacity ratio associated with the column major axis. This is the sum of the column capacities divided by the sum of the beam capacities at the top of the specified column. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: CBMinCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the column/beam capacity ratio associated with the column minor axis is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: CBMinRatio Field is Imported: No Format: Controlled by program Units: Unitless The column/beam capacity ratio associated with the column major axis. This is the sum of the column capacities divided by the sum of the beam capacities at the top of the specified column. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Concrete Details 3 - Joint Summary Data - Singapore CP 65:99 Field: CBMajRatio Page 2157 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Concrete Details 3 - Joint Summary Data - UBC97 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Field: JSMajCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the joint shear ratio associated with the column major axis is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). Table: Concrete Details 3 - Joint Summary Data - UBC97 Field: ErrMsg Page 2158 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: JSMajRatio Field is Imported: No Format: Controlled by program Units: Unitless This is the joint shear divided by the joint shear capacity. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: JSMinCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the joint shear ratio associated with the column minor axis is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: JSMinRatio Field is Imported: No Format: Controlled by program Units: Unitless This is the joint shear divided by the joint shear capacity. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Concrete Details 3 - Joint Summary Data - UBC97 Field: JSMajRatio Page 2159 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: CBMajCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the column/beam capacity ratio associated with the column major axis is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: CBMajRatio Field is Imported: No Format: Controlled by program Units: Unitless The column/beam capacity ratio associated with the column major axis. This is the sum of the column capacities divided by the sum of the beam capacities at the top of the specified column. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: CBMinCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the column/beam capacity ratio associated with the column minor axis is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that either the design loads were obtained by applying special, code-specific, multipliers to all or part of the specified design load combination; or that the design was based on the capacity of other members (or other design locations for the same member). For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Concrete Details 3 - Joint Summary Data - UBC97 Field: CBMajCombo Page 2160 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: CBMinRatio Field is Imported: No Format: Controlled by program Units: Unitless The column/beam capacity ratio associated with the column major axis. This is the sum of the column capacities divided by the sum of the beam capacities at the top of the specified column. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Design 1 - Summary Data - AISC360-05-IBC2006 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Table: Steel Design 1 - Summary Data - AISC360-05-IBC2006 Field: CBMinRatio Page 2161 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'Overstressed', 'See ErrMsg', 'See WarnMsg', 'See ErrMsg and WarnMsg', or 'Overstressed and See WarnMsg' indicating the design status. Field: Ratio Field is Imported: No Format: Controlled by program Units: Unitless The controlling stress ratio at the specified location. Field: RatioType Field is Imported: No Format: Controlled by program Units: Text This is either PMM, Major Shear, Minor Shear or Other indicating the origin of the reported TotalRatio. Field: Combo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the stress ratio is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Table: Steel Design 1 - Summary Data - AISC360-05-IBC2006 Field: DesignType Page 2162 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Location Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Design 1 - Summary Data - AISC-ASD01 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Table: Steel Design 1 - Summary Data - AISC-ASD01 Field: Location Page 2163 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'Overstressed', 'See ErrMsg', 'See WarnMsg', 'See ErrMsg and WarnMsg', or 'Overstressed and See WarnMsg' indicating the design status. Field: Ratio Field is Imported: No Format: Controlled by program Units: Unitless The controlling stress ratio at the specified location. Field: RatioType Field is Imported: No Format: Controlled by program Units: Text This is either PMM, Major Shear, Minor Shear or Other indicating the origin of the reported TotalRatio. Field: Combo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the stress ratio is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: Location Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Table: Steel Design 1 - Summary Data - AISC-ASD01 Field: Status Page 2164 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Design 1 - Summary Data - AISC-ASD89 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'Overstressed', 'See ErrMsg', 'See WarnMsg', 'See ErrMsg and WarnMsg', or 'Overstressed and See WarnMsg' indicating the design status. Table: Steel Design 1 - Summary Data - AISC-ASD89 Field: ErrMsg Page 2165 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Ratio Field is Imported: No Format: Controlled by program Units: Unitless The controlling stress ratio at the specified location. Field: RatioType Field is Imported: No Format: Controlled by program Units: Text This is either PMM, Major Shear, Minor Shear or Other indicating the origin of the reported TotalRatio. Field: Combo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the stress ratio is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: Location Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Table: Steel Design 1 - Summary Data - AISC-ASD89 Field: Ratio Page 2166 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Design 1 - Summary Data - AISC-LRFD93 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'Overstressed', 'See ErrMsg', 'See WarnMsg', 'See ErrMsg and WarnMsg', or 'Overstressed and See WarnMsg' indicating the design status. Field: Ratio Field is Imported: No Format: Controlled by program Units: Unitless The controlling stress ratio at the specified location. Table: Steel Design 1 - Summary Data - AISC-LRFD93 Field: WarnMsg Page 2167 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: RatioType Field is Imported: No Format: Controlled by program Units: Text This is either PMM, Major Shear, Minor Shear or Other indicating the origin of the reported TotalRatio. Field: Combo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the stress ratio is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: Location Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Design 1 - Summary Data - AISC-LRFD93 Field: RatioType Page 2168 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Steel Design 1 - Summary Data - AISC-LRFD99 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'Overstressed', 'See ErrMsg', 'See WarnMsg', 'See ErrMsg and WarnMsg', or 'Overstressed and See WarnMsg' indicating the design status. Field: Ratio Field is Imported: No Format: Controlled by program Units: Unitless The controlling stress ratio at the specified location. Field: RatioType Field is Imported: No Format: Controlled by program Units: Text This is either PMM, Major Shear, Minor Shear or Other indicating the origin of the reported TotalRatio. Table: Steel Design 1 - Summary Data - AISC-LRFD99 Field: Frame Page 2169 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Combo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the stress ratio is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: Location Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Design 1 - Summary Data - API RP2A-LRFD 97 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Table: Steel Design 1 - Summary Data - API RP2A-LRFD 97 Field: Combo Page 2170 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'Overstressed', 'See ErrMsg', 'See WarnMsg', 'See ErrMsg and WarnMsg', or 'Overstressed and See WarnMsg' indicating the design status. Field: Ratio Field is Imported: No Format: Controlled by program Units: Unitless The controlling stress ratio at the specified location. Field: RatioType Field is Imported: No Format: Controlled by program Units: Text This is either PMM, Major Shear, Minor Shear or Other indicating the origin of the reported TotalRatio. Field: Combo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the stress ratio is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Table: Steel Design 1 - Summary Data - API RP2A-LRFD 97 Field: DesignSect Page 2171 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Location Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Design 1 - Summary Data - API RP2A-WSD2000 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Table: Steel Design 1 - Summary Data - API RP2A-WSD2000 Field: Location Page 2172 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'Overstressed', 'See ErrMsg', 'See WarnMsg', 'See ErrMsg and WarnMsg', or 'Overstressed and See WarnMsg' indicating the design status. Field: Ratio Field is Imported: No Format: Controlled by program Units: Unitless The controlling stress ratio at the specified location. Field: RatioType Field is Imported: No Format: Controlled by program Units: Text This is either PMM, Major Shear, Minor Shear or Other indicating the origin of the reported TotalRatio. Field: Combo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the stress ratio is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: Location Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Table: Steel Design 1 - Summary Data - API RP2A-WSD2000 Field: Status Page 2173 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Design 1 - Summary Data - ASCE 10-97 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'Overstressed', 'See ErrMsg', 'See WarnMsg', 'See ErrMsg and WarnMsg', or 'Overstressed and See WarnMsg' indicating the design status. Table: Steel Design 1 - Summary Data - ASCE 10-97 Field: ErrMsg Page 2174 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Ratio Field is Imported: No Format: Controlled by program Units: Unitless The controlling stress ratio at the specified location. Field: RatioType Field is Imported: No Format: Controlled by program Units: Text This is either PMM, Major Shear, Minor Shear or Other indicating the origin of the reported TotalRatio. Field: Combo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the stress ratio is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: Location Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Table: Steel Design 1 - Summary Data - ASCE 10-97 Field: Ratio Page 2175 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Design 1 - Summary Data - BS5950 2000 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'Overstressed', 'See ErrMsg', 'See WarnMsg', 'See ErrMsg and WarnMsg', or 'Overstressed and See WarnMsg' indicating the design status. Field: Ratio Field is Imported: No Format: Controlled by program Units: Unitless The controlling stress ratio at the specified location. Table: Steel Design 1 - Summary Data - BS5950 2000 Field: WarnMsg Page 2176 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: RatioType Field is Imported: No Format: Controlled by program Units: Text This is either PMM, Major Shear, Minor Shear or Other indicating the origin of the reported TotalRatio. Field: Combo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the stress ratio is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: Location Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Design 1 - Summary Data - BS5950 2000 Field: RatioType Page 2177 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Steel Design 1 - Summary Data - BS5950 90 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'Overstressed', 'See ErrMsg', 'See WarnMsg', 'See ErrMsg and WarnMsg', or 'Overstressed and See WarnMsg' indicating the design status. Field: Ratio Field is Imported: No Format: Controlled by program Units: Unitless The controlling stress ratio at the specified location. Field: RatioType Field is Imported: No Format: Controlled by program Units: Text This is either PMM, Major Shear, Minor Shear or Other indicating the origin of the reported TotalRatio. Table: Steel Design 1 - Summary Data - BS5950 90 Field: Frame Page 2178 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Combo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the stress ratio is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: Location Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Design 1 - Summary Data - Chinese 2002 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Table: Steel Design 1 - Summary Data - Chinese 2002 Field: Combo Page 2179 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'Overstressed', 'See ErrMsg', 'See WarnMsg', 'See ErrMsg and WarnMsg', or 'Overstressed and See WarnMsg' indicating the design status. Field: Ratio Field is Imported: No Format: Controlled by program Units: Unitless The controlling stress ratio at the specified location. Field: RatioType Field is Imported: No Format: Controlled by program Units: Text This is either PMM, Major Shear, Minor Shear or Other indicating the origin of the reported TotalRatio. Field: Combo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the stress ratio is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Table: Steel Design 1 - Summary Data - Chinese 2002 Field: DesignSect Page 2180 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Location Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Design 1 - Summary Data - CAN/CSA-S16-01 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Table: Steel Design 1 - Summary Data - CAN/CSA-S16-01 Field: Location Page 2181 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'Overstressed', 'See ErrMsg', 'See WarnMsg', 'See ErrMsg and WarnMsg', or 'Overstressed and See WarnMsg' indicating the design status. Field: Ratio Field is Imported: No Format: Controlled by program Units: Unitless The controlling stress ratio at the specified location. Field: RatioType Field is Imported: No Format: Controlled by program Units: Text This is either PMM, Major Shear, Minor Shear or Other indicating the origin of the reported TotalRatio. Field: Combo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the stress ratio is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: Location Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Table: Steel Design 1 - Summary Data - CAN/CSA-S16-01 Field: Status Page 2182 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Design 1 - Summary Data - CISC 95 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'Overstressed', 'See ErrMsg', 'See WarnMsg', 'See ErrMsg and WarnMsg', or 'Overstressed and See WarnMsg' indicating the design status. Table: Steel Design 1 - Summary Data - CISC 95 Field: ErrMsg Page 2183 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Ratio Field is Imported: No Format: Controlled by program Units: Unitless The controlling stress ratio at the specified location. Field: RatioType Field is Imported: No Format: Controlled by program Units: Text This is either PMM, Major Shear, Minor Shear or Other indicating the origin of the reported TotalRatio. Field: Combo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the stress ratio is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: Location Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Table: Steel Design 1 - Summary Data - CISC 95 Field: Ratio Page 2184 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Design 1 - Summary Data - EUROCODE 3-1993 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'Overstressed', 'See ErrMsg', 'See WarnMsg', 'See ErrMsg and WarnMsg', or 'Overstressed and See WarnMsg' indicating the design status. Field: Ratio Field is Imported: No Format: Controlled by program Units: Unitless The controlling stress ratio at the specified location. Table: Steel Design 1 - Summary Data - EUROCODE 3-1993 Field: WarnMsg Page 2185 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: RatioType Field is Imported: No Format: Controlled by program Units: Text This is either PMM, Major Shear, Minor Shear or Other indicating the origin of the reported TotalRatio. Field: Combo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the stress ratio is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: Location Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Design 1 - Summary Data - EUROCODE 3-1993 Field: RatioType Page 2186 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Steel Design 1 - Summary Data - Eurocode 3-2005 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'Overstressed', 'See ErrMsg', 'See WarnMsg', 'See ErrMsg and WarnMsg', or 'Overstressed and See WarnMsg' indicating the design status. Field: Ratio Field is Imported: No Format: Controlled by program Units: Unitless The controlling stress ratio at the specified location. Field: RatioType Field is Imported: No Format: Controlled by program Units: Text This is either PMM, Major Shear, Minor Shear or Other indicating the origin of the reported TotalRatio. Table: Steel Design 1 - Summary Data - Eurocode 3-2005 Field: Frame Page 2187 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Combo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the stress ratio is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: Location Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Design 1 - Summary Data - Indian IS:800-1998 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Table: Steel Design 1 - Summary Data - Indian IS:800-1998 Field: Combo Page 2188 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'Overstressed', 'See ErrMsg', 'See WarnMsg', 'See ErrMsg and WarnMsg', or 'Overstressed and See WarnMsg' indicating the design status. Field: Ratio Field is Imported: No Format: Controlled by program Units: Unitless The controlling stress ratio at the specified location. Field: RatioType Field is Imported: No Format: Controlled by program Units: Text This is either PMM, Major Shear, Minor Shear or Other indicating the origin of the reported TotalRatio. Field: Combo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the stress ratio is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Table: Steel Design 1 - Summary Data - Indian IS:800-1998 Field: DesignSect Page 2189 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Location Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Design 1 - Summary Data - Italian UNI 10011 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Table: Steel Design 1 - Summary Data - Italian UNI 10011 Field: Location Page 2190 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'Overstressed', 'See ErrMsg', 'See WarnMsg', 'See ErrMsg and WarnMsg', or 'Overstressed and See WarnMsg' indicating the design status. Field: Ratio Field is Imported: No Format: Controlled by program Units: Unitless The controlling stress ratio at the specified location. Field: RatioType Field is Imported: No Format: Controlled by program Units: Text This is either PMM, Major Shear, Minor Shear or Other indicating the origin of the reported TotalRatio. Field: Combo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the stress ratio is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: Location Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Table: Steel Design 1 - Summary Data - Italian UNI 10011 Field: Status Page 2191 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Design 1 - Summary Data - UBC97-ASD Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'Overstressed', 'See ErrMsg', 'See WarnMsg', 'See ErrMsg and WarnMsg', or 'Overstressed and See WarnMsg' indicating the design status. Table: Steel Design 1 - Summary Data - UBC97-ASD Field: ErrMsg Page 2192 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Ratio Field is Imported: No Format: Controlled by program Units: Unitless The controlling stress ratio at the specified location. Field: RatioType Field is Imported: No Format: Controlled by program Units: Text This is either PMM, Major Shear, Minor Shear or Other indicating the origin of the reported TotalRatio. Field: Combo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the stress ratio is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: Location Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Table: Steel Design 1 - Summary Data - UBC97-ASD Field: Ratio Page 2193 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Design 1 - Summary Data - UBC97-LRFD Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'Overstressed', 'See ErrMsg', 'See WarnMsg', 'See ErrMsg and WarnMsg', or 'Overstressed and See WarnMsg' indicating the design status. Field: Ratio Field is Imported: No Format: Controlled by program Units: Unitless The controlling stress ratio at the specified location. Table: Steel Design 1 - Summary Data - UBC97-LRFD Field: WarnMsg Page 2194 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: RatioType Field is Imported: No Format: Controlled by program Units: Text This is either PMM, Major Shear, Minor Shear or Other indicating the origin of the reported TotalRatio. Field: Combo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the stress ratio is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: Location Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Design 1 - Summary Data - UBC97-LRFD Field: RatioType Page 2195 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Steel Design 2 - PMM Details - AISC360-05-IBC2006 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'Overstressed', 'See ErrMsg', 'See WarnMsg', 'See ErrMsg and WarnMsg', or 'Overstressed and See WarnMsg' indicating the design status. Field: Combo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the PMM details are reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Table: Steel Design 2 - PMM Details - AISC360-05-IBC2006 Field: Frame Page 2196 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Location Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: Pr Field is Imported: No Format: Force (Forces section of form) Units: Force The factored axial load for the specified combo. Field: MrMajor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The factored major bending moment for the specified combo. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: MrMinor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The factored minor bending moment for the specified combo. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: VrMajor Field is Imported: No Format: Force (Forces section of form) Units: Force The factored major shear for the specified combo. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Table: Steel Design 2 - PMM Details - AISC360-05-IBC2006 Field: Location Page 2197 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VrMinor Field is Imported: No Format: Force (Forces section of form) Units: Force The factored minor shear for the specified combo. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: Tr Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The factored torsion (about the local 1-axis) for the specified combo. This item is reported for information only. It is not used in the design. Field: Equation Field is Imported: No Format: Controlled by program Units: Text The equation used to obtain the reported ratios. Field: TotalRatio Field is Imported: No Format: Controlled by program Units: Unitless The total PMM stress ratio. This ratio is the sum of the axial, major moment and minor moment stress ratio components. Field: PRatio Field is Imported: No Format: Controlled by program Units: Unitless The axial component of the total PMM stress ratio. The total PMM stress ratio consists of the sum of the axial, major moment and minor moment components. Table: Steel Design 2 - PMM Details - AISC360-05-IBC2006 Field: VrMinor Page 2198 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: MMajRatio Field is Imported: No Format: Controlled by program Units: Unitless The major moment component of the total PMM stress ratio. The total PMM stress ratio consists of the sum of the axial, major moment and minor moment components. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: MMinRatio Field is Imported: No Format: Controlled by program Units: Unitless The minor moment component of the total PMM stress ratio. The total PMM stress ratio consists of the sum of the axial, major moment and minor moment components. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: VMajRatio Field is Imported: No Format: Controlled by program Units: Unitless The total PMM-VVT stress ratio consists of the sum of the axial, major moment, minor moment, major shear, minor shear and torsion components. See the appropriate equation for the details. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: VMinRatio Field is Imported: No Format: Controlled by program Units: Unitless The minor shear component of the total PMM-VVT stress ratio. The total PMM-VVT stress ratio consists of the sum of the axial, major moment, minor moment, major shear, minor shear and torsion components. See the appropriate equation for the details. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Steel Design 2 - PMM Details - AISC360-05-IBC2006 Field: MMajRatio Page 2199 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: TorRatio Field is Imported: No Format: Controlled by program Units: Unitless The torsional component of the total PMM-VVT stress ratio. The total PMM-VVT stress ratio consists of the sum of the axial, major moment, minor moment, major shear, minor shear and torsion components. See the appropriate equation for the details. Field: DCLimit Field is Imported: No Format: Controlled by program Units: Unitless The demand/capacity ratio limit to be used for acceptability. D/C ratios that are less than or equal to this value are considered acceptable. Field: PrDsgn Field is Imported: No Format: Force (Forces section of form) Units: Force The design factored axial force. Field: PcComp Field is Imported: No Format: Force (Forces section of form) Units: Force The axial compressive force capacity. Field: PcTension Field is Imported: No Format: Force (Forces section of form) Units: Force The axial tensile force capacity. Field: MrMajorDsgn Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The design factored major moment. This moment includes applicable amplification factors, if any. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Table: Steel Design 2 - PMM Details - AISC360-05-IBC2006 Field: TorRatio Page 2200 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: McMajor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The major axis bending moment capacity. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: MrMinorDsgn Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The design factored minor moment. This moment includes applicable amplification factors, if any. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: McMinor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The minor axis bending moment capacity. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: XLMajor Field is Imported: No Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object major axis.This item is specified as a fraction of the frame object length.Multiplying this factor times the frame object length gives the unbraced length for the object.Specifying 0 means the value is program determined. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Table: Steel Design 2 - PMM Details - AISC360-05-IBC2006 Field: McMajor Page 2201 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: XLMinor Field is Imported: No Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object minor axis.This item is specified as a fraction of the frame object length.Multiplying this factor times the frame object length gives the unbraced length for the object.Specifying 0 means the value is program determined. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: XLLTB Field is Imported: No Format: Controlled by program Units: Unitless Unbraced length factor for lateral-torsional buckling for the frame object.This item is specified as a fraction of the frame object length.Multiplying this factor times the frame object length gives the unbraced length for the object.Specifying 0 means the value is program determined. Field: K1Major Field is Imported: No Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object major axis with an assumption that the frame is braced at the joints against sidesway. This item is specified as a fraction of the frame object length.Multiplying the frame object length with this factor gives the effective length for the object.Specifying 0 means the value is program determined.For beam design, this factor is always taken as 1 regardless of what may be specified in the overwrites.This factor is used for B1 factor. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: K1Minor Field is Imported: No Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object minor axis with an assumption that the frame is braced at the joints against sidesway. This item is specified as a fraction of the frame object length.Multiplying the frame object length with this factor gives the effective length for the object.Specifying 0 means the value is program determined.For Table: Steel Design 2 - PMM Details - AISC360-05-IBC2006 Field: XLMinor Page 2202 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation beam design, this factor is always taken as 1 regardless of what may be specified in the overwrites.This factor is used for B1 factor. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: K2Major Field is Imported: No Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object major axis.This item is specified as a fraction of the frame object length.Multiplying the frame object length with this factor gives the effective length for the object.Specifying 0 means the value is program determined.For beam design, this factor is always taken as 1 regardless of what may be specified in the overwrites.This factor is used for axial compression capacity. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: K2Minor Field is Imported: No Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object minor axis.This item is specified as a fraction of the frame object length.Multiplying the frame object length with this factor gives the effective length for the object.Specifying 0 means the value is program determined.For beam design, this factor is always taken as 1 regardless of what may be specified in the overwrites.This factor is used for axial compression capacity. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: KLTB Field is Imported: No Format: Controlled by program Units: Unitless Effective length factor for lateral-torsional buckling. This item is specified as a fraction of the frame object length.Multiplying the frame object length with this factor gives the effective length for the object.Specifying 0 means the value is program determined.For beam design, this factor is taken as 1 by default. The should be set by the user. Table: Steel Design 2 - PMM Details - AISC360-05-IBC2006 Field: K2Major Page 2203 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: CmMajor Field is Imported: No Format: Controlled by program Units: Unitless Unitless factor, Cm for major axis bending, used in determining the interaction ratio. It captures the effect of non-uniform moment distribution along the length.Specifying 0 means the value is program determined. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: CmMinor Field is Imported: No Format: Controlled by program Units: Unitless Unitless factor, Cm for minor axis bending, used in determining the interaction ratio. It captures the effect of non-uniform moment distribution along the length.Specifying 0 means the value is program determined. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: Cb Field is Imported: No Format: Controlled by program Units: Unitless Unitless factor, Cb, used in determining the allowable bending capacity. It captures the effect of non-uniform moment distribution along the length.Specifying 0 means the value is program determined. Field: B1Major Field is Imported: No Format: Controlled by program Units: Unitless Unitless moment magnification factor for non-sway major axis bending moment.Specifying 0 means the value is program determined. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Table: Steel Design 2 - PMM Details - AISC360-05-IBC2006 Field: CmMajor Page 2204 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: B1Minor Field is Imported: No Format: Controlled by program Units: Unitless Unitless moment magnification factor for non-sway minor axis bending moment.Specifying 0 means the value is program determined. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: B2Major Field is Imported: No Format: Controlled by program Units: Unitless Unitless moment magnification factor for sway major-axis bending moment. Specifying 0 means the value is program determined.The program determined value is taken as 1 because it is assumed that P-Delta effects were specified to be included in the analysis, and thus no further magnification is required. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: B2Minor Field is Imported: No Format: Controlled by program Units: Unitless Unitless moment magnification factor for sway minor-axis bending moment. Specifying 0 means the value is program determined.The program determined value is taken as 1 because it is assumed that P-Delta effects were specified to be included in the analysis, and thus no further magnification is required. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: Fy Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The steel yield stress for the design section. Table: Steel Design 2 - PMM Details - AISC360-05-IBC2006 Field: B1Minor Page 2205 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: E Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The modulus of elasticity for the design section. Field: Length Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The total length of the frame object (not clear length). Field: MajAxisAng Field is Imported: No Format: Angles (Structure Dimensions section of form) Units: Degrees The angle measured counterclockwise from the local 3-axis to the major axis. Field: RLLF Field is Imported: No Format: Controlled by program Units: Unitless The live load reduction factor.A reducible live load is multiplied by this factor to obtain the reduced live load for the frame object.Specifying 0 means the value is program determined. Field: SectClass Field is Imported: No Format: Controlled by program Units: Text This is either Compact, Non-Compact, Slender, Too Slender or Seismic indicating the classification of the section. Field: FramingType Field is Imported: No Format: Controlled by program Units: Text This is either"Moment Frame" or "Braced Frame". This item is used for ductility considerations in the design. Table: Steel Design 2 - PMM Details - AISC360-05-IBC2006 Field: E Page 2206 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: SDC Field is Imported: No Format: Controlled by program Units: Text This is either"A", "B", "C", "D", "E", or "F". This is related to seismic design. This is a function of Occupancy Category and Sds or Sd1. See AISC 7-05 section 11.6 for details. Field: Omega0 Field is Imported: No Format: Controlled by program Units: Unitless This is called the System Overstrength Factor. This is a function of Seismic Force Resisting System. It can assume different values in two orthogonal directions. The Omega0 value specified here is solely used for design. The program uses the same value for all directions. See AISC 7-05 section 12.2.1 and Table 12.2-1 for details. Field: SystemCd Field is Imported: No Format: Controlled by program Units: Unitless This is called the Deflection Amplification Factor. This is a function of Seismic Force Resisting System. It can assume different values in two orthogonal directions. The Cd value specified here is solely used for design. The program uses the same value for all directions. See AISC 7-05 section 12.2.1 and Table 12.2-1 for details. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Design 2 - PMM Details - AISC360-05-IBC2006 Field: SDC Page 2207 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Steel Design 2 - PMM Details - AISC-ASD01 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'Overstressed', 'See ErrMsg', 'See WarnMsg', 'See ErrMsg and WarnMsg', or 'Overstressed and See WarnMsg' indicating the design status. Field: Combo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the PMM details are reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Table: Steel Design 2 - PMM Details - AISC-ASD01 Field: Frame Page 2208 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Location Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: P Field is Imported: No Format: Force (Forces section of form) Units: Force The axial load for the specified combo. Field: MMajor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The major bending moment for the specified combo. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: MMinor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The minor bending moment for the specified combo. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: VMajor Field is Imported: No Format: Force (Forces section of form) Units: Force The major shear for the specified combo. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Table: Steel Design 2 - PMM Details - AISC-ASD01 Field: Location Page 2209 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VMinor Field is Imported: No Format: Force (Forces section of form) Units: Force The minor shear for the specified combo. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: T Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The torsion (about the local 1-axis) for the specified combo. This item is reported for information only. It is not used in the design. Field: Equation Field is Imported: No Format: Controlled by program Units: Text The equation used to obtain the reported ratios. Field: TotalRatio Field is Imported: No Format: Controlled by program Units: Unitless The total PMM stress ratio. This ratio is the sum of the axial, major moment and minor moment stress ratio components. Field: PRatio Field is Imported: No Format: Controlled by program Units: Unitless The axial component of the total PMM stress ratio. The total PMM stress ratio consists of the sum of the axial, major moment and minor moment components. Table: Steel Design 2 - PMM Details - AISC-ASD01 Field: VMinor Page 2210 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: MMajRatio Field is Imported: No Format: Controlled by program Units: Unitless The major moment component of the total PMM stress ratio. The total PMM stress ratio consists of the sum of the axial, major moment and minor moment components. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: MMinRatio Field is Imported: No Format: Controlled by program Units: Unitless The minor moment component of the total PMM stress ratio. The total PMM stress ratio consists of the sum of the axial, major moment and minor moment components. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: SRLimit Field is Imported: No Format: Controlled by program Units: Unitless The stress ratio limit as specified in the preferences. Stress ratios that are less than or equal to this value are considered acceptable. Field: PDsgn Field is Imported: No Format: Force (Forces section of form) Units: Force The design axial force. Field: ffa Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The design axial stress. Table: Steel Design 2 - PMM Details - AISC-ASD01 Field: MMajRatio Page 2211 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Fa Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The allowable axial compressive stress. Field: Ft Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The allowable axial tensile stress. Field: MMajDsgn Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The design major moment. This moment includes applicable amplification factors, if any. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: ffbMajor Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The design major moment bending stress. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: FbMajor Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The allowable major axis bending stress. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Table: Steel Design 2 - PMM Details - AISC-ASD01 Field: Fa Page 2212 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: FeMajor Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 Euler stress for major axis bending stress divided by a factor of safety. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: CmMajor Field is Imported: No Format: Controlled by program Units: Unitless Unitless factor, Cm, for major axis bending used in determining the stress ratio. It captures the effect of non-uniform moment distribution along the length. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: XKMajor Field is Imported: No Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object local major axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the effective length for the object. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: XLMajor Field is Imported: No Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object major axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the unbraced length for the object. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Table: Steel Design 2 - PMM Details - AISC-ASD01 Field: FeMajor Page 2213 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Cb Field is Imported: No Format: Controlled by program Units: Unitless Unitless factor, Cb, used in determining the allowable bending stress. Field: MMinDsgn Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The design minor moment. This moment includes applicable amplification factors, if any. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: ffbMinor Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The design minor moment bending stress. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: FbMinor Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The allowable minor axis bending stress. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: FeMinor Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 Euler stress for minor axis bending stress divided by a factor of safety. Table: Steel Design 2 - PMM Details - AISC-ASD01 Field: Cb Page 2214 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: CmMinor Field is Imported: No Format: Controlled by program Units: Unitless Unitless factor, Cm, for minor axis bending used in determining the stress ratio. It captures the effect of non-uniform moment distribution along the length. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: XKMinor Field is Imported: No Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object minor axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the effective length for the object. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: XLMinor Field is Imported: No Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object minor axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the unbraced length for the object. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: Fy Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The steel yield stress for the design section. Table: Steel Design 2 - PMM Details - AISC-ASD01 Field: CmMinor Page 2215 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: E Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The modulus of elasticity for the design section. Field: Length Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The total length of the frame object (not clear length). Field: MajAxisAng Field is Imported: No Format: Angles (Structure Dimensions section of form) Units: Degrees The angle measured counterclockwise from the local 3-axis to the major axis. Field: RLLF Field is Imported: No Format: Controlled by program Units: Unitless The reduced live load factor. A reducible live load is multiplied by this factor to obtain the reduced live load for the frame object. Field: SectClass Field is Imported: No Format: Controlled by program Units: Text This is either Compact, Non-Compact, Slender, Too Slender or Seismic indicating the classification of the section. Field: FramingType Field is Imported: No Format: Controlled by program Units: Text The framing type. This is either Moment Frame or Braced Frame. This item is used for ductility considerations in the design. Table: Steel Design 2 - PMM Details - AISC-ASD01 Field: E Page 2216 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: SeisZone Field is Imported: No Format: Controlled by program Units: Text The seismic zone. This is either Zone 0, Zone 1, Zone 2, Zone 3 or Zone 4. Field: Omega0 Field is Imported: No Format: Controlled by program Units: Unitless Omega0 factor that is related to seismic force and ductility. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Design 2 - PMM Details - AISC-ASD89 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Table: Steel Design 2 - PMM Details - AISC-ASD89 Field: SeisZone Page 2217 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'Overstressed', 'See ErrMsg', 'See WarnMsg', 'See ErrMsg and WarnMsg', or 'Overstressed and See WarnMsg' indicating the design status. Field: Combo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the PMM details are reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: Location Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: P Field is Imported: No Format: Force (Forces section of form) Units: Force The axial load for the specified combo. Field: MMajor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The major bending moment for the specified combo. Table: Steel Design 2 - PMM Details - AISC-ASD89 Field: DesignType Page 2218 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: MMinor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The minor bending moment for the specified combo. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: VMajor Field is Imported: No Format: Force (Forces section of form) Units: Force The major shear for the specified combo. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: VMinor Field is Imported: No Format: Force (Forces section of form) Units: Force The minor shear for the specified combo. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: T Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The torsion (about the local 1-axis) for the specified combo. This item is reported for information only. It is not used in the design. Table: Steel Design 2 - PMM Details - AISC-ASD89 Field: MMinor Page 2219 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Equation Field is Imported: No Format: Controlled by program Units: Text The equation used to obtain the reported ratios. Field: TotalRatio Field is Imported: No Format: Controlled by program Units: Unitless The total PMM stress ratio. This ratio is the sum of the axial, major moment and minor moment stress ratio components. Field: PRatio Field is Imported: No Format: Controlled by program Units: Unitless The axial component of the total PMM stress ratio. The total PMM stress ratio consists of the sum of the axial, major moment and minor moment components. Field: MMajRatio Field is Imported: No Format: Controlled by program Units: Unitless The major moment component of the total PMM stress ratio. The total PMM stress ratio consists of the sum of the axial, major moment and minor moment components. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: MMinRatio Field is Imported: No Format: Controlled by program Units: Unitless The minor moment component of the total PMM stress ratio. The total PMM stress ratio consists of the sum of the axial, major moment and minor moment components. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Steel Design 2 - PMM Details - AISC-ASD89 Field: Equation Page 2220 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: SRLimit Field is Imported: No Format: Controlled by program Units: Unitless The stress ratio limit as specified in the preferences. Stress ratios that are less than or equal to this value are considered acceptable. Field: PDsgn Field is Imported: No Format: Force (Forces section of form) Units: Force The design axial force. Field: ffa Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The design axial stress. Field: Fa Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The allowable axial compressive stress. Field: Ft Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The allowable axial tensile stress. Field: MMajDsgn Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The design major moment. This moment includes applicable amplification factors, if any. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Table: Steel Design 2 - PMM Details - AISC-ASD89 Field: SRLimit Page 2221 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ffbMajor Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The design major moment bending stress. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: FbMajor Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The allowable major axis bending stress. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: FeMajor Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 Euler stress for major axis bending stress divided by a factor of safety. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: CmMajor Field is Imported: No Format: Controlled by program Units: Unitless Unitless factor, Cm, for major axis bending used in determining the stress ratio. It captures the effect of non-uniform moment distribution along the length. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Table: Steel Design 2 - PMM Details - AISC-ASD89 Field: ffbMajor Page 2222 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: XKMajor Field is Imported: No Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object local major axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the effective length for the object. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: XLMajor Field is Imported: No Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object major axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the unbraced length for the object. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: Cb Field is Imported: No Format: Controlled by program Units: Unitless Unitless factor, Cb, used in determining the allowable bending stress. Field: MMinDsgn Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The design minor moment. This moment includes applicable amplification factors, if any. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Steel Design 2 - PMM Details - AISC-ASD89 Field: XKMajor Page 2223 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ffbMinor Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The design minor moment bending stress. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: FbMinor Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The allowable minor axis bending stress. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: FeMinor Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 Euler stress for minor axis bending stress divided by a factor of safety. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: CmMinor Field is Imported: No Format: Controlled by program Units: Unitless Unitless factor, Cm, for minor axis bending used in determining the stress ratio. It captures the effect of non-uniform moment distribution along the length. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Steel Design 2 - PMM Details - AISC-ASD89 Field: ffbMinor Page 2224 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: XKMinor Field is Imported: No Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object minor axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the effective length for the object. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: XLMinor Field is Imported: No Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object minor axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the unbraced length for the object. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: Fy Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The steel yield stress for the design section. Field: E Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The modulus of elasticity for the design section. Field: Length Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The total length of the frame object (not clear length). Table: Steel Design 2 - PMM Details - AISC-ASD89 Field: XKMinor Page 2225 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: MajAxisAng Field is Imported: No Format: Angles (Structure Dimensions section of form) Units: Degrees The angle measured counterclockwise from the local 3-axis to the major axis. Field: RLLF Field is Imported: No Format: Controlled by program Units: Unitless The reduced live load factor. A reducible live load is multiplied by this factor to obtain the reduced live load for the frame object. Field: SectClass Field is Imported: No Format: Controlled by program Units: Text This is either Compact, Non-Compact, Slender, Too Slender or Seismic indicating the classification of the section. Field: FramingType Field is Imported: No Format: Controlled by program Units: Text The framing type. This is either Moment Frame or Braced Frame. This item is used for ductility considerations in the design. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Design 2 - PMM Details - AISC-ASD89 Field: MajAxisAng Page 2226 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Steel Design 2 - PMM Details - AISC-LRFD93 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'Overstressed', 'See ErrMsg', 'See WarnMsg', 'See ErrMsg and WarnMsg', or 'Overstressed and See WarnMsg' indicating the design status. Field: Combo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the PMM details are reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Table: Steel Design 2 - PMM Details - AISC-LRFD93 Field: Frame Page 2227 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Location Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: Pu Field is Imported: No Format: Force (Forces section of form) Units: Force The factored axial load for the specified combo. Field: MuMajor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The factored major bending moment for the specified combo. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: MuMinor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The factored minor bending moment for the specified combo. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: VuMajor Field is Imported: No Format: Force (Forces section of form) Units: Force The factored major shear for the specified combo. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Table: Steel Design 2 - PMM Details - AISC-LRFD93 Field: Location Page 2228 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VuMinor Field is Imported: No Format: Force (Forces section of form) Units: Force The factored minor shear for the specified combo. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: Tu Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The factored torsion (about the local 1-axis) for the specified combo. This item is reported for information only. It is not used in the design. Field: Equation Field is Imported: No Format: Controlled by program Units: Text The equation used to obtain the reported ratios. Field: TotalRatio Field is Imported: No Format: Controlled by program Units: Unitless The total PMM stress ratio. This ratio is the sum of the axial, major moment and minor moment stress ratio components. Field: PRatio Field is Imported: No Format: Controlled by program Units: Unitless The axial component of the total PMM stress ratio. The total PMM stress ratio consists of the sum of the axial, major moment and minor moment components. Table: Steel Design 2 - PMM Details - AISC-LRFD93 Field: VuMinor Page 2229 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: MMajRatio Field is Imported: No Format: Controlled by program Units: Unitless The major moment component of the total PMM stress ratio. The total PMM stress ratio consists of the sum of the axial, major moment and minor moment components. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: MMinRatio Field is Imported: No Format: Controlled by program Units: Unitless The minor moment component of the total PMM stress ratio. The total PMM stress ratio consists of the sum of the axial, major moment and minor moment components. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: SRLimit Field is Imported: No Format: Controlled by program Units: Unitless The stress ratio limit as specified in the preferences. Stress ratios that are less than or equal to this value are considered acceptable. Field: PuDsgn Field is Imported: No Format: Force (Forces section of form) Units: Force The design factored axial force. Field: PhiPnc Field is Imported: No Format: Force (Forces section of form) Units: Force The axial compressive force capacity. Table: Steel Design 2 - PMM Details - AISC-LRFD93 Field: MMajRatio Page 2230 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: PhiPnt Field is Imported: No Format: Force (Forces section of form) Units: Force The axial tensile force capacity. Field: MuMajDsgn Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The design factored major moment. This moment includes applicable amplification factors, if any. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: PhiMnMaj Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The major axis bending moment capacity. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: CmMajor Field is Imported: No Format: Controlled by program Units: Unitless Unitless factor, Cm, for major axis bending used in determining the stress ratio. It captures the effect of non-uniform moment distribution along the length. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: B1Major Field is Imported: No Format: Controlled by program Units: Unitless Unitless moment magnification factor for non-sway major-axis bending moment. Nonsway moments are assumed to be those resulting from dead and live loads. Table: Steel Design 2 - PMM Details - AISC-LRFD93 Field: PhiPnt Page 2231 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: B2Major Field is Imported: No Format: Controlled by program Units: Unitless Unitless moment magnification factor for sway major-axis bending moment. Sway moments are assumed to be those resulting from all loads except dead and live loads. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: XKMajor Field is Imported: No Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object local major axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the effective length for the object. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: XLMajor Field is Imported: No Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object major axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the unbraced length for the object. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: Cb Field is Imported: No Format: Controlled by program Units: Unitless Unitless factor, Cb, used in determining the allowable bending stress. Table: Steel Design 2 - PMM Details - AISC-LRFD93 Field: B2Major Page 2232 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: MuMinDsgn Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The design factored minor moment. This moment includes applicable amplification factors, if any. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: PhiMnMin Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The minor axis bending moment capacity. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: CmMinor Field is Imported: No Format: Controlled by program Units: Unitless Unitless factor, Cm, for minor axis bending used in determining the stress ratio. It captures the effect of non-uniform moment distribution along the length. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: B1Minor Field is Imported: No Format: Controlled by program Units: Unitless Unitless moment magnification factor for non-sway minor-axis bending moment. Nonsway moments are assumed to be those resulting from dead and live loads. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Steel Design 2 - PMM Details - AISC-LRFD93 Field: MuMinDsgn Page 2233 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: B2Minor Field is Imported: No Format: Controlled by program Units: Unitless Unitless moment magnification factor for sway minor-axis bending moment. Sway moments are assumed to be those resulting from all loads except dead and live loads. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: XKMinor Field is Imported: No Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object minor axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the effective length for the object. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: XLMinor Field is Imported: No Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object minor axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the unbraced length for the object. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: Fy Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The steel yield stress for the design section. Table: Steel Design 2 - PMM Details - AISC-LRFD93 Field: B2Minor Page 2234 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: E Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The modulus of elasticity for the design section. Field: Length Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The total length of the frame object (not clear length). Field: MajAxisAng Field is Imported: No Format: Angles (Structure Dimensions section of form) Units: Degrees The angle measured counterclockwise from the local 3-axis to the major axis. Field: RLLF Field is Imported: No Format: Controlled by program Units: Unitless The reduced live load factor. A reducible live load is multiplied by this factor to obtain the reduced live load for the frame object. Field: SectClass Field is Imported: No Format: Controlled by program Units: Text This is either Compact, Non-Compact, Slender, Too Slender or Seismic indicating the classification of the section. Field: FramingType Field is Imported: No Format: Controlled by program Units: Text The framing type. This is either Moment Frame or Braced Frame. This item is used for ductility considerations in the design. Table: Steel Design 2 - PMM Details - AISC-LRFD93 Field: E Page 2235 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: SeisZone Field is Imported: No Format: Controlled by program Units: Text The seismic zone. This is either Zone 0, Zone 1, Zone 2, Zone 3 or Zone 4. Field: Omega0 Field is Imported: No Format: Controlled by program Units: Unitless Omega0 factor that is related to seismic force and ductility. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Design 2 - PMM Details - AISC-LRFD99 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Table: Steel Design 2 - PMM Details - AISC-LRFD99 Field: SeisZone Page 2236 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'Overstressed', 'See ErrMsg', 'See WarnMsg', 'See ErrMsg and WarnMsg', or 'Overstressed and See WarnMsg' indicating the design status. Field: Combo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the PMM details are reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: Location Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: Pu Field is Imported: No Format: Force (Forces section of form) Units: Force The factored axial load for the specified combo. Field: MuMajor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The factored major bending moment for the specified combo. Table: Steel Design 2 - PMM Details - AISC-LRFD99 Field: DesignType Page 2237 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: MuMinor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The factored minor bending moment for the specified combo. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: VuMajor Field is Imported: No Format: Force (Forces section of form) Units: Force The factored major shear for the specified combo. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: VuMinor Field is Imported: No Format: Force (Forces section of form) Units: Force The factored minor shear for the specified combo. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: Tu Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The factored torsion (about the local 1-axis) for the specified combo. This item is reported for information only. It is not used in the design. Table: Steel Design 2 - PMM Details - AISC-LRFD99 Field: MuMinor Page 2238 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Equation Field is Imported: No Format: Controlled by program Units: Text The equation used to obtain the reported ratios. Field: TotalRatio Field is Imported: No Format: Controlled by program Units: Unitless The total PMM stress ratio. This ratio is the sum of the axial, major moment and minor moment stress ratio components. Field: PRatio Field is Imported: No Format: Controlled by program Units: Unitless The axial component of the total PMM stress ratio. The total PMM stress ratio consists of the sum of the axial, major moment and minor moment components. Field: MMajRatio Field is Imported: No Format: Controlled by program Units: Unitless The major moment component of the total PMM stress ratio. The total PMM stress ratio consists of the sum of the axial, major moment and minor moment components. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: MMinRatio Field is Imported: No Format: Controlled by program Units: Unitless The minor moment component of the total PMM stress ratio. The total PMM stress ratio consists of the sum of the axial, major moment and minor moment components. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Steel Design 2 - PMM Details - AISC-LRFD99 Field: Equation Page 2239 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: SRLimit Field is Imported: No Format: Controlled by program Units: Unitless The stress ratio limit as specified in the preferences. Stress ratios that are less than or equal to this value are considered acceptable. Field: PuDsgn Field is Imported: No Format: Force (Forces section of form) Units: Force The design factored axial force. Field: PhiPnc Field is Imported: No Format: Force (Forces section of form) Units: Force The axial compressive force capacity. Field: PhiPnt Field is Imported: No Format: Force (Forces section of form) Units: Force The axial tensile force capacity. Field: MuMajDsgn Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The design factored major moment. This moment includes applicable amplification factors, if any. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: PhiMnMaj Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The major axis bending moment capacity. Table: Steel Design 2 - PMM Details - AISC-LRFD99 Field: SRLimit Page 2240 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: CmMajor Field is Imported: No Format: Controlled by program Units: Unitless Unitless factor, Cm, for major axis bending used in determining the stress ratio. It captures the effect of non-uniform moment distribution along the length. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: B1Major Field is Imported: No Format: Controlled by program Units: Unitless Unitless moment magnification factor for non-sway major-axis bending moment. Nonsway moments are assumed to be those resulting from dead and live loads. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: B2Major Field is Imported: No Format: Controlled by program Units: Unitless Unitless moment magnification factor for sway major-axis bending moment. Sway moments are assumed to be those resulting from all loads except dead and live loads. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: XKMajor Field is Imported: No Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object local major axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the effective length for the object. Table: Steel Design 2 - PMM Details - AISC-LRFD99 Field: CmMajor Page 2241 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: XLMajor Field is Imported: No Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object major axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the unbraced length for the object. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: Cb Field is Imported: No Format: Controlled by program Units: Unitless Unitless factor, Cb, used in determining the allowable bending stress. Field: MuMinDsgn Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The design factored minor moment. This moment includes applicable amplification factors, if any. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: PhiMnMin Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The minor axis bending moment capacity. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Steel Design 2 - PMM Details - AISC-LRFD99 Field: XLMajor Page 2242 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: CmMinor Field is Imported: No Format: Controlled by program Units: Unitless Unitless factor, Cm, for minor axis bending used in determining the stress ratio. It captures the effect of non-uniform moment distribution along the length. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: B1Minor Field is Imported: No Format: Controlled by program Units: Unitless Unitless moment magnification factor for non-sway minor-axis bending moment. Nonsway moments are assumed to be those resulting from dead and live loads. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: B2Minor Field is Imported: No Format: Controlled by program Units: Unitless Unitless moment magnification factor for sway minor-axis bending moment. Sway moments are assumed to be those resulting from all loads except dead and live loads. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: XKMinor Field is Imported: No Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object minor axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the effective length for the object. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Steel Design 2 - PMM Details - AISC-LRFD99 Field: CmMinor Page 2243 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: XLMinor Field is Imported: No Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object minor axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the unbraced length for the object. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: Fy Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The steel yield stress for the design section. Field: E Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The modulus of elasticity for the design section. Field: Length Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The total length of the frame object (not clear length). Field: MajAxisAng Field is Imported: No Format: Angles (Structure Dimensions section of form) Units: Degrees The angle measured counterclockwise from the local 3-axis to the major axis. Field: RLLF Field is Imported: No Format: Controlled by program Units: Unitless The reduced live load factor. A reducible live load is multiplied by this factor to obtain the reduced live load for the frame object. Table: Steel Design 2 - PMM Details - AISC-LRFD99 Field: XLMinor Page 2244 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: SectClass Field is Imported: No Format: Controlled by program Units: Text This is either Compact, Non-Compact, Slender, Too Slender or Seismic indicating the classification of the section. Field: FramingType Field is Imported: No Format: Controlled by program Units: Text The framing type. This is either Moment Frame or Braced Frame. This item is used for ductility considerations in the design. Field: SeisZone Field is Imported: No Format: Controlled by program Units: Text The seismic zone. This is either Zone 0, Zone 1, Zone 2, Zone 3 or Zone 4. Field: Omega0 Field is Imported: No Format: Controlled by program Units: Unitless Omega0 factor that is related to seismic force and ductility. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Design 2 - PMM Details - AISC-LRFD99 Field: SectClass Page 2245 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Steel Design 2 - PMM Details - API RP2A-LRFD 97 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'Overstressed', 'See ErrMsg', 'See WarnMsg', 'See ErrMsg and WarnMsg', or 'Overstressed and See WarnMsg' indicating the design status. Field: Combo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the PMM details are reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Table: Steel Design 2 - PMM Details - API RP2A-LRFD 97 Field: Frame Page 2246 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Location Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: Pu Field is Imported: No Format: Force (Forces section of form) Units: Force The factored axial load for the specified combo. Field: MuMajor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The factored major bending moment for the specified combo. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: MuMinor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The factored minor bending moment for the specified combo. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: VuMajor Field is Imported: No Format: Force (Forces section of form) Units: Force The factored major shear for the specified combo. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Table: Steel Design 2 - PMM Details - API RP2A-LRFD 97 Field: Location Page 2247 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VuMinor Field is Imported: No Format: Force (Forces section of form) Units: Force The factored minor shear for the specified combo. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: Tu Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The factored torsion (about the local 1-axis) for the specified combo. This item is reported for information only. It is not used in the design. Field: Equation Field is Imported: No Format: Controlled by program Units: Text The equation used to obtain the reported ratios. Field: TotalRatio Field is Imported: No Format: Controlled by program Units: Unitless The total PMM stress ratio. This ratio is the sum of the axial, major moment and minor moment stress ratio components. Field: PRatio Field is Imported: No Format: Controlled by program Units: Unitless The axial component of the total PMM stress ratio. The total PMM stress ratio consists of the sum of the axial, major moment and minor moment components. Table: Steel Design 2 - PMM Details - API RP2A-LRFD 97 Field: VuMinor Page 2248 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: MMajRatio Field is Imported: No Format: Controlled by program Units: Unitless The major moment component of the total PMM stress ratio. The total PMM stress ratio consists of the sum of the axial, major moment and minor moment components. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: MMinRatio Field is Imported: No Format: Controlled by program Units: Unitless The minor moment component of the total PMM stress ratio. The total PMM stress ratio consists of the sum of the axial, major moment and minor moment components. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: SRLimit Field is Imported: No Format: Controlled by program Units: Unitless The stress ratio limit as specified in the preferences. Stress ratios that are less than or equal to this value are considered acceptable. Field: PuDsgn Field is Imported: No Format: Force (Forces section of form) Units: Force The design factored axial force. Field: PhiPnc Field is Imported: No Format: Force (Forces section of form) Units: Force The axial compressive force capacity. Table: Steel Design 2 - PMM Details - API RP2A-LRFD 97 Field: MMajRatio Page 2249 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: PhiPnt Field is Imported: No Format: Force (Forces section of form) Units: Force The axial tensile force capacity. Field: MuMajDsgn Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The design factored major moment. This moment includes applicable amplification factors, if any. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: PhiMnMaj Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The major axis bending moment capacity. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: CmMajor Field is Imported: No Format: Controlled by program Units: Unitless Unitless factor, Cm, for major axis bending used in determining the stress ratio. It captures the effect of non-uniform moment distribution along the length. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: B1Major Field is Imported: No Format: Controlled by program Units: Unitless Unitless moment magnification factor for non-sway major-axis bending moment. Nonsway moments are assumed to be those resulting from dead and live loads. Table: Steel Design 2 - PMM Details - API RP2A-LRFD 97 Field: PhiPnt Page 2250 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: B2Major Field is Imported: No Format: Controlled by program Units: Unitless Unitless moment magnification factor for sway major-axis bending moment. Sway moments are assumed to be those resulting from all loads except dead and live loads. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: XKMajor Field is Imported: No Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object local major axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the effective length for the object. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: XLMajor Field is Imported: No Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object major axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the unbraced length for the object. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: Cb Field is Imported: No Format: Controlled by program Units: Unitless Unitless factor, Cb, used in determining the allowable bending stress. Table: Steel Design 2 - PMM Details - API RP2A-LRFD 97 Field: B2Major Page 2251 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: MuMinDsgn Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The design factored minor moment. This moment includes applicable amplification factors, if any. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: PhiMnMin Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The minor axis bending moment capacity. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: CmMinor Field is Imported: No Format: Controlled by program Units: Unitless Unitless factor, Cm, for minor axis bending used in determining the stress ratio. It captures the effect of non-uniform moment distribution along the length. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: B1Minor Field is Imported: No Format: Controlled by program Units: Unitless Unitless moment magnification factor for non-sway minor-axis bending moment. Nonsway moments are assumed to be those resulting from dead and live loads. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Steel Design 2 - PMM Details - API RP2A-LRFD 97 Field: MuMinDsgn Page 2252 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: B2Minor Field is Imported: No Format: Controlled by program Units: Unitless Unitless moment magnification factor for sway minor-axis bending moment. Sway moments are assumed to be those resulting from all loads except dead and live loads. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: XKMinor Field is Imported: No Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object minor axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the effective length for the object. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: XLMinor Field is Imported: No Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object minor axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the unbraced length for the object. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: Fy Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The steel yield stress for the design section. Table: Steel Design 2 - PMM Details - API RP2A-LRFD 97 Field: B2Minor Page 2253 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: E Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The modulus of elasticity for the design section. Field: Length Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The total length of the frame object (not clear length). Field: MajAxisAng Field is Imported: No Format: Angles (Structure Dimensions section of form) Units: Degrees The angle measured counterclockwise from the local 3-axis to the major axis. Field: RLLF Field is Imported: No Format: Controlled by program Units: Unitless The reduced live load factor. A reducible live load is multiplied by this factor to obtain the reduced live load for the frame object. Field: SectClass Field is Imported: No Format: Controlled by program Units: Text This is either Compact, Non-Compact, Slender, Too Slender or Seismic indicating the classification of the section. Field: FramingType Field is Imported: No Format: Controlled by program Units: Text The framing type. This is either Moment Frame or Braced Frame. This item is used for ductility considerations in the design. Table: Steel Design 2 - PMM Details - API RP2A-LRFD 97 Field: E Page 2254 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Design 2 - PMM Details for Pipes - API RP2A-LRFD 97 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'Overstressed', 'See ErrMsg', 'See WarnMsg', 'See ErrMsg and WarnMsg', or 'Overstressed and See WarnMsg' indicating the design status. Table: Steel Design 2 - PMM Details for Pipes - API RP2A-LRFD 97 Field: ErrMsg Page 2255 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Combo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the PMM details are reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: Location Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: Pu Field is Imported: No Format: Force (Forces section of form) Units: Force The factored axial load for the specified combo. Field: MuMajor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The factored major bending moment for the specified combo. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: MuMinor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The factored minor bending moment for the specified combo. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Steel Design 2 - PMM Details for Pipes - API RP2A-LRFD 97 Field: Combo Page 2256 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VuMajor Field is Imported: No Format: Force (Forces section of form) Units: Force The factored major shear for the specified combo. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: VuMinor Field is Imported: No Format: Force (Forces section of form) Units: Force The factored minor shear for the specified combo. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: Tu Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The factored torsion (about the local 1-axis) for the specified combo. This item is reported for information only. It is not used in the design. Field: Equation Field is Imported: No Format: Controlled by program Units: Text The equation used to obtain the reported ratios. Field: TotalRatio Field is Imported: No Format: Controlled by program Units: Unitless The total PMM stress ratio. This ratio is the sum of the axial, major moment and minor moment stress ratio components. Table: Steel Design 2 - PMM Details for Pipes - API RP2A-LRFD 97 Field: VuMajor Page 2257 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: PRatio Field is Imported: No Format: Controlled by program Units: Unitless The axial component of the total PMM stress ratio. The total PMM stress ratio consists of the sum of the axial, major moment and minor moment components. Field: MMajRatio Field is Imported: No Format: Controlled by program Units: Unitless The major moment component of the total PMM stress ratio. The total PMM stress ratio consists of the sum of the axial, major moment and minor moment components. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: MMinRatio Field is Imported: No Format: Controlled by program Units: Unitless The minor moment component of the total PMM stress ratio. The total PMM stress ratio consists of the sum of the axial, major moment and minor moment components. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: SRLimit Field is Imported: No Format: Controlled by program Units: Unitless The stress ratio limit as specified in the preferences. Stress ratios that are less than or equal to this value are considered acceptable. Field: PuDsgn Field is Imported: No Format: Force (Forces section of form) Units: Force The design factored axial force. Table: Steel Design 2 - PMM Details for Pipes - API RP2A-LRFD 97 Field: PRatio Page 2258 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: PhiPnc Field is Imported: No Format: Force (Forces section of form) Units: Force The axial compressive force capacity. Field: PhiPnt Field is Imported: No Format: Force (Forces section of form) Units: Force The axial tensile force capacity. Field: Fxe Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The elastic local buckling strength in stress units. Field: Fxc Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The inelastic local buckling strength in stress units. Field: Fh Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The hoop stress due to hydrostatic pressure. Field: PhiFhc Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The critical hoop buckling stress. Field: Fhe Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The elastic hoop buckling stress. Table: Steel Design 2 - PMM Details for Pipes - API RP2A-LRFD 97 Field: PhiPnc Page 2259 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Fx Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The factor fx used in computing the combined axial compression, bending and hydrostatic pressure interaction ratio. Field: A Field is Imported: No Format: Controlled by program Units: Unitless The factor A used in computing the combined axial tension, bending and hydrostatic pressure interaction ratio. Field: B Field is Imported: No Format: Controlled by program Units: Unitless The factor B used in computing the combined axial tension, bending and hydrostatic pressure interaction ratio. Field: Eta Field is Imported: No Format: Controlled by program Units: Unitless The factor Eta (Greek letter) used in computing the combined axial tension, bending and hydrostatic pressure interaction ratio. Field: HydroPressu Field is Imported: No Format: Force/Area (Forces section of form) Units: Force/Length2 The factored confining hydrostatic pressure. Field: MuMajDsgn Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The design factored major moment. This moment includes applicable amplification factors, if any. Table: Steel Design 2 - PMM Details for Pipes - API RP2A-LRFD 97 Field: Fx Page 2260 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: PhiMnMaj Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The major axis bending moment capacity. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: CmMajor Field is Imported: No Format: Controlled by program Units: Unitless Unitless factor, Cm, for major axis bending used in determining the stress ratio. It captures the effect of non-uniform moment distribution along the length. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: B1Major Field is Imported: No Format: Controlled by program Units: Unitless Unitless moment magnification factor for non-sway major-axis bending moment. Nonsway moments are assumed to be those resulting from dead and live loads. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: B2Major Field is Imported: No Format: Controlled by program Units: Unitless Unitless moment magnification factor for sway major-axis bending moment. Sway moments are assumed to be those resulting from all loads except dead and live loads. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Table: Steel Design 2 - PMM Details for Pipes - API RP2A-LRFD 97 Field: PhiMnMaj Page 2261 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: XKMajor Field is Imported: No Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object local major axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the effective length for the object. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: XLMajor Field is Imported: No Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object major axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the unbraced length for the object. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: Cb Field is Imported: No Format: Controlled by program Units: Unitless Unitless factor, Cb, used in determining the allowable bending stress. Field: MuMinDsgn Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The design factored minor moment. This moment includes applicable amplification factors, if any. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Steel Design 2 - PMM Details for Pipes - API RP2A-LRFD 97 Field: XKMajor Page 2262 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: PhiMnMin Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The minor axis bending moment capacity. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: CmMinor Field is Imported: No Format: Controlled by program Units: Unitless Unitless factor, Cm, for minor axis bending used in determining the stress ratio. It captures the effect of non-uniform moment distribution along the length. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: B1Minor Field is Imported: No Format: Controlled by program Units: Unitless Unitless moment magnification factor for non-sway minor-axis bending moment. Nonsway moments are assumed to be those resulting from dead and live loads. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: B2Minor Field is Imported: No Format: Controlled by program Units: Unitless Unitless moment magnification factor for sway minor-axis bending moment. Sway moments are assumed to be those resulting from all loads except dead and live loads. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Steel Design 2 - PMM Details for Pipes - API RP2A-LRFD 97 Field: PhiMnMin Page 2263 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: XKMinor Field is Imported: No Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object minor axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the effective length for the object. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: XLMinor Field is Imported: No Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object minor axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the unbraced length for the object. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: Fy Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The steel yield stress for the design section. Field: E Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The modulus of elasticity for the design section. Field: Length Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The total length of the frame object (not clear length). Table: Steel Design 2 - PMM Details for Pipes - API RP2A-LRFD 97 Field: XKMinor Page 2264 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: MajAxisAng Field is Imported: No Format: Angles (Structure Dimensions section of form) Units: Degrees The angle measured counterclockwise from the local 3-axis to the major axis. Field: RLLF Field is Imported: No Format: Controlled by program Units: Unitless The reduced live load factor. A reducible live load is multiplied by this factor to obtain the reduced live load for the frame object. Field: SectClass Field is Imported: No Format: Controlled by program Units: Text This is either Compact, Non-Compact, Slender, Too Slender or Seismic indicating the classification of the section. Field: FramingType Field is Imported: No Format: Controlled by program Units: Text The framing type. This is either Moment Frame or Braced Frame. This item is used for ductility considerations in the design. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Design 2 - PMM Details for Pipes - API RP2A-LRFD 97 Field: MajAxisAng Page 2265 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Steel Design 2 - PMM Details - API RP2A-WSD2000 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'Overstressed', 'See ErrMsg', 'See WarnMsg', 'See ErrMsg and WarnMsg', or 'Overstressed and See WarnMsg' indicating the design status. Field: Combo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the PMM details are reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Table: Steel Design 2 - PMM Details - API RP2A-WSD2000 Field: Frame Page 2266 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Location Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: P Field is Imported: No Format: Force (Forces section of form) Units: Force The axial load for the specified combo. Field: MMajor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The major bending moment for the specified combo. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: MMinor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The minor bending moment for the specified combo. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: VMajor Field is Imported: No Format: Force (Forces section of form) Units: Force The major shear for the specified combo. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Table: Steel Design 2 - PMM Details - API RP2A-WSD2000 Field: Location Page 2267 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VMinor Field is Imported: No Format: Force (Forces section of form) Units: Force The minor shear for the specified combo. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: T Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The torsion (about the local 1-axis) for the specified combo. This item is reported for information only. It is not used in the design. Field: Equation Field is Imported: No Format: Controlled by program Units: Text The equation used to obtain the reported ratios. Field: TotalRatio Field is Imported: No Format: Controlled by program Units: Unitless The total PMM stress ratio. This ratio is the sum of the axial, major moment and minor moment stress ratio components. Field: PRatio Field is Imported: No Format: Controlled by program Units: Unitless The axial component of the total PMM stress ratio. The total PMM stress ratio consists of the sum of the axial, major moment and minor moment components. Table: Steel Design 2 - PMM Details - API RP2A-WSD2000 Field: VMinor Page 2268 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: MMajRatio Field is Imported: No Format: Controlled by program Units: Unitless The major moment component of the total PMM stress ratio. The total PMM stress ratio consists of the sum of the axial, major moment and minor moment components. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: MMinRatio Field is Imported: No Format: Controlled by program Units: Unitless The minor moment component of the total PMM stress ratio. The total PMM stress ratio consists of the sum of the axial, major moment and minor moment components. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: SRLimit Field is Imported: No Format: Controlled by program Units: Unitless The stress ratio limit as specified in the preferences. Stress ratios that are less than or equal to this value are considered acceptable. Field: PDsgn Field is Imported: No Format: Force (Forces section of form) Units: Force The design axial force. Field: ffa Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The design axial stress. Table: Steel Design 2 - PMM Details - API RP2A-WSD2000 Field: MMajRatio Page 2269 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Fa Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The allowable axial compressive stress. Field: Ft Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The allowable axial tensile stress. Field: MMajDsgn Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The design major moment. This moment includes applicable amplification factors, if any. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: ffbMajor Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The design major moment bending stress. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: FbMajor Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The allowable major axis bending stress. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Table: Steel Design 2 - PMM Details - API RP2A-WSD2000 Field: Fa Page 2270 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: FeMajor Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 Euler stress for major axis bending stress divided by a factor of safety. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: CmMajor Field is Imported: No Format: Controlled by program Units: Unitless Unitless factor, Cm, for major axis bending used in determining the stress ratio. It captures the effect of non-uniform moment distribution along the length. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: XKMajor Field is Imported: No Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object local major axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the effective length for the object. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: XLMajor Field is Imported: No Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object major axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the unbraced length for the object. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Table: Steel Design 2 - PMM Details - API RP2A-WSD2000 Field: FeMajor Page 2271 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Cb Field is Imported: No Format: Controlled by program Units: Unitless Unitless factor, Cb, used in determining the allowable bending stress. Field: MMinDsgn Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The design minor moment. This moment includes applicable amplification factors, if any. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: ffbMinor Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The design minor moment bending stress. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: FbMinor Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The allowable minor axis bending stress. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: FeMinor Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 Euler stress for minor axis bending stress divided by a factor of safety. Table: Steel Design 2 - PMM Details - API RP2A-WSD2000 Field: Cb Page 2272 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: CmMinor Field is Imported: No Format: Controlled by program Units: Unitless Unitless factor, Cm, for minor axis bending used in determining the stress ratio. It captures the effect of non-uniform moment distribution along the length. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: XKMinor Field is Imported: No Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object minor axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the effective length for the object. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: XLMinor Field is Imported: No Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object minor axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the unbraced length for the object. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: Fy Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The steel yield stress for the design section. Table: Steel Design 2 - PMM Details - API RP2A-WSD2000 Field: CmMinor Page 2273 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: E Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The modulus of elasticity for the design section. Field: Length Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The total length of the frame object (not clear length). Field: MajAxisAng Field is Imported: No Format: Angles (Structure Dimensions section of form) Units: Degrees The angle measured counterclockwise from the local 3-axis to the major axis. Field: RLLF Field is Imported: No Format: Controlled by program Units: Unitless The reduced live load factor. A reducible live load is multiplied by this factor to obtain the reduced live load for the frame object. Field: SectClass Field is Imported: No Format: Controlled by program Units: Text This is either Compact, Non-Compact, Slender, Too Slender or Seismic indicating the classification of the section. Field: FramingType Field is Imported: No Format: Controlled by program Units: Text The framing type. This is either Moment Frame or Braced Frame. This item is used for ductility considerations in the design. Table: Steel Design 2 - PMM Details - API RP2A-WSD2000 Field: E Page 2274 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Design 2 - PMM Details for Pipes - API RP2A-WSD2000 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'Overstressed', 'See ErrMsg', 'See WarnMsg', 'See ErrMsg and WarnMsg', or 'Overstressed and See WarnMsg' indicating the design status. Table: Steel Design 2 - PMM Details for Pipes - API RP2A-WSD2000 Field: ErrMsg Page 2275 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Combo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the PMM details are reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: Location Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: P Field is Imported: No Format: Force (Forces section of form) Units: Force The axial load for the specified combo. Field: MMajor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The major bending moment for the specified combo. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: MMinor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The minor bending moment for the specified combo. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Steel Design 2 - PMM Details for Pipes - API RP2A-WSD2000 Field: Combo Page 2276 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VMajor Field is Imported: No Format: Force (Forces section of form) Units: Force The major shear for the specified combo. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: VMinor Field is Imported: No Format: Force (Forces section of form) Units: Force The minor shear for the specified combo. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: T Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The torsion (about the local 1-axis) for the specified combo. This item is reported for information only. It is not used in the design. Field: Equation Field is Imported: No Format: Controlled by program Units: Text The equation used to obtain the reported ratios. Field: TotalRatio Field is Imported: No Format: Controlled by program Units: Unitless The total PMM stress ratio. This ratio is the sum of the axial, major moment and minor moment stress ratio components. Table: Steel Design 2 - PMM Details for Pipes - API RP2A-WSD2000 Field: VMajor Page 2277 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: PRatio Field is Imported: No Format: Controlled by program Units: Unitless The axial component of the total PMM stress ratio. The total PMM stress ratio consists of the sum of the axial, major moment and minor moment components. Field: MMajRatio Field is Imported: No Format: Controlled by program Units: Unitless The major moment component of the total PMM stress ratio. The total PMM stress ratio consists of the sum of the axial, major moment and minor moment components. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: MMinRatio Field is Imported: No Format: Controlled by program Units: Unitless The minor moment component of the total PMM stress ratio. The total PMM stress ratio consists of the sum of the axial, major moment and minor moment components. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: SRLimit Field is Imported: No Format: Controlled by program Units: Unitless The stress ratio limit as specified in the preferences. Stress ratios that are less than or equal to this value are considered acceptable. Field: PDsgn Field is Imported: No Format: Force (Forces section of form) Units: Force The design axial force. Table: Steel Design 2 - PMM Details for Pipes - API RP2A-WSD2000 Field: PRatio Page 2278 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ffa Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The design axial stress. Field: Fa Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The allowable axial compressive stress. Field: Ft Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The allowable axial tensile stress. Field: Fxe Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The elastic local buckling stress. Field: Fxc Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The inelastic local buckling stress. Field: Fh Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The hoop stress due to hydrostatic pressure. Field: Fhc Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The critical hoop buckling stress. Table: Steel Design 2 - PMM Details for Pipes - API RP2A-WSD2000 Field: ffa Page 2279 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Fhe Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The elastic hoop buckling stress. Field: Fx Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The factor fx used in computing the combined axial compression and hydrostatic pressure interaction ratio. Field: A Field is Imported: No Format: Controlled by program Units: Unitless The factor A used in computing the combined axial tension and hydrostatic pressure interaction ratio. Field: B Field is Imported: No Format: Controlled by program Units: Unitless The factor B used in computing the combined axial tension and hydrostatic pressure interaction ratio. Field: HydroPress Field is Imported: No Format: Force/Area (Forces section of form) Units: Force/Length2 The confining hydrostatic pressure. Field: MMajDsgn Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The design major moment. This moment includes applicable amplification factors, if any. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Table: Steel Design 2 - PMM Details for Pipes - API RP2A-WSD2000 Field: Fhe Page 2280 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ffbMajor Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The design major moment bending stress. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: FbMajor Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The allowable major axis bending stress. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: FeMajor Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 Euler stress for major axis bending stress divided by a factor of safety. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: CmMajor Field is Imported: No Format: Controlled by program Units: Unitless Unitless factor, Cm, for major axis bending used in determining the stress ratio. It captures the effect of non-uniform moment distribution along the length. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Table: Steel Design 2 - PMM Details for Pipes - API RP2A-WSD2000 Field: ffbMajor Page 2281 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: XKMajor Field is Imported: No Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object local major axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the effective length for the object. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: XLMajor Field is Imported: No Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object major axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the unbraced length for the object. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: Cb Field is Imported: No Format: Controlled by program Units: Unitless Unitless factor, Cb, used in determining the allowable bending stress. Field: MMinDsgn Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The design minor moment. This moment includes applicable amplification factors, if any. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Steel Design 2 - PMM Details for Pipes - API RP2A-WSD2000 Field: XKMajor Page 2282 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ffbMinor Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The design minor moment bending stress. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: FbMinor Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The allowable minor axis bending stress. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: FeMinor Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 Euler stress for minor axis bending stress divided by a factor of safety. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: CmMinor Field is Imported: No Format: Controlled by program Units: Unitless Unitless factor, Cm, for minor axis bending used in determining the stress ratio. It captures the effect of non-uniform moment distribution along the length. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Steel Design 2 - PMM Details for Pipes - API RP2A-WSD2000 Field: ffbMinor Page 2283 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: XKMinor Field is Imported: No Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object minor axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the effective length for the object. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: XLMinor Field is Imported: No Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object minor axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the unbraced length for the object. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: Fy Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The steel yield stress for the design section. Field: E Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The modulus of elasticity for the design section. Field: Length Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The total length of the frame object (not clear length). Table: Steel Design 2 - PMM Details for Pipes - API RP2A-WSD2000 Field: XKMinor Page 2284 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: MajAxisAng Field is Imported: No Format: Angles (Structure Dimensions section of form) Units: Degrees The angle measured counterclockwise from the local 3-axis to the major axis. Field: RLLF Field is Imported: No Format: Controlled by program Units: Unitless The reduced live load factor. A reducible live load is multiplied by this factor to obtain the reduced live load for the frame object. Field: SectClass Field is Imported: No Format: Controlled by program Units: Text This is either Compact, Non-Compact, Slender, Too Slender or Seismic indicating the classification of the section. Field: FramingType Field is Imported: No Format: Controlled by program Units: Text The framing type. This is either Moment Frame or Braced Frame. This item is used for ductility considerations in the design. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Design 2 - PMM Details for Pipes - API RP2A-WSD2000 Field: MajAxisAng Page 2285 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Steel Design 2 - PMM Details - ASCE 10-97 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'Overstressed', 'See ErrMsg', 'See WarnMsg', 'See ErrMsg and WarnMsg', or 'Overstressed and See WarnMsg' indicating the design status. Field: Combo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the PMM details are reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Table: Steel Design 2 - PMM Details - ASCE 10-97 Field: Frame Page 2286 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Location Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: Pu Field is Imported: No Format: Force (Forces section of form) Units: Force The factored axial load for the specified combo. Field: MuMajor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The factored major bending moment for the specified combo. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: MuMinor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The factored minor bending moment for the specified combo. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: VuMajor Field is Imported: No Format: Force (Forces section of form) Units: Force The factored major shear for the specified combo. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Table: Steel Design 2 - PMM Details - ASCE 10-97 Field: Location Page 2287 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VuMinor Field is Imported: No Format: Force (Forces section of form) Units: Force The factored minor shear for the specified combo. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: Tu Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The factored torsion (about the local 1-axis) for the specified combo. This item is reported for information only. It is not used in the design. Field: Equation Field is Imported: No Format: Controlled by program Units: Text The equation used to obtain the reported ratios. Field: TotalRatio Field is Imported: No Format: Controlled by program Units: Unitless The total PMM stress ratio. This ratio is the sum of the axial, major moment and minor moment stress ratio components. Field: PRatio Field is Imported: No Format: Controlled by program Units: Unitless The axial component of the total PMM stress ratio. The total PMM stress ratio consists of the sum of the axial, major moment and minor moment components. Table: Steel Design 2 - PMM Details - ASCE 10-97 Field: VuMinor Page 2288 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: MMajRatio Field is Imported: No Format: Controlled by program Units: Unitless The major moment component of the total PMM stress ratio. The total PMM stress ratio consists of the sum of the axial, major moment and minor moment components. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: MMinRatio Field is Imported: No Format: Controlled by program Units: Unitless The minor moment component of the total PMM stress ratio. The total PMM stress ratio consists of the sum of the axial, major moment and minor moment components. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: SRLimit Field is Imported: No Format: Controlled by program Units: Unitless The stress ratio limit as specified in the preferences. Stress ratios that are less than or equal to this value are considered acceptable. Field: PDsgn Field is Imported: No Format: Force (Forces section of form) Units: Force The design axial force. Field: Pac Field is Imported: No Format: Force (Forces section of form) Units: Force The allowable axial compression force. Table: Steel Design 2 - PMM Details - ASCE 10-97 Field: MMajRatio Page 2289 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Pat Field is Imported: No Format: Force (Forces section of form) Units: Force The allowable axial tension force. Field: MMajDsgn Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The design major moment. This moment includes applicable amplification factors, if any. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: MaMaj Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The major axis bending moment capacity. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: PeMaj Field is Imported: No Format: Force (Forces section of form) Units: Force The Euler buckling force for major axis bending. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: CmMajor Field is Imported: No Format: Controlled by program Units: Unitless Unitless factor, Cm, for major axis bending used in determining the stress ratio. It captures the effect of non-uniform moment distribution along the length. Table: Steel Design 2 - PMM Details - ASCE 10-97 Field: Pat Page 2290 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: XKMajor Field is Imported: No Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object local major axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the effective length for the object. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: XLMajor Field is Imported: No Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object major axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the unbraced length for the object. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: Cb Field is Imported: No Format: Controlled by program Units: Unitless Unitless factor, Cb, used in determining the allowable bending stress. Field: MMinDsgn Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The design minor moment. This moment includes applicable amplification factors, if any. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Steel Design 2 - PMM Details - ASCE 10-97 Field: XKMajor Page 2291 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: MaMin Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The minor axis bending moment capacity. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: PeMin Field is Imported: No Format: Force (Forces section of form) Units: Force The Euler buckling force for minor axis bending. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: CmMinor Field is Imported: No Format: Controlled by program Units: Unitless Unitless factor, Cm, for minor axis bending used in determining the stress ratio. It captures the effect of non-uniform moment distribution along the length. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: XKMinor Field is Imported: No Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object minor axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the effective length for the object. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Steel Design 2 - PMM Details - ASCE 10-97 Field: MaMin Page 2292 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: XLMinor Field is Imported: No Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object minor axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the unbraced length for the object. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: Fy Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The steel yield stress for the design section. Field: E Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The modulus of elasticity for the design section. Field: Length Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The total length of the frame object (not clear length). Field: MajAxisAng Field is Imported: No Format: Angles (Structure Dimensions section of form) Units: Degrees The angle measured counterclockwise from the local 3-axis to the major axis. Field: RLLF Field is Imported: No Format: Controlled by program Units: Unitless The reduced live load factor. A reducible live load is multiplied by this factor to obtain the reduced live load for the frame object. Table: Steel Design 2 - PMM Details - ASCE 10-97 Field: XLMinor Page 2293 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: SectClass Field is Imported: No Format: Controlled by program Units: Text This is either Non-Slender, Slender or Too Slender indicating the classification of the section. Field: FramingType Field is Imported: No Format: Controlled by program Units: Text The framing type. This is either Moment Frame or Braced Frame. This item is used for ductility considerations in the design. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Design 2 - PMM Details for Angles - ASCE 10-97 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Table: Steel Design 2 - PMM Details for Angles - ASCE 10-97 Field: SectClass Page 2294 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'Overstressed', 'See ErrMsg', 'See WarnMsg', 'See ErrMsg and WarnMsg', or 'Overstressed and See WarnMsg' indicating the design status. Field: Combo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the PMM details are reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: Location Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: Pu Field is Imported: No Format: Force (Forces section of form) Units: Force The factored axial load for the specified combo. Field: MuMajor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The factored major bending moment for the specified combo. Table: Steel Design 2 - PMM Details for Angles - ASCE 10-97 Field: DesignType Page 2295 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: MuMinor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The factored minor bending moment for the specified combo. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: VuMajor Field is Imported: No Format: Force (Forces section of form) Units: Force The factored major shear for the specified combo. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: VuMinor Field is Imported: No Format: Force (Forces section of form) Units: Force The factored minor shear for the specified combo. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: Tu Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The factored torsion (about the local 1-axis) for the specified combo. This item is reported for information only. It is not used in the design. Table: Steel Design 2 - PMM Details for Angles - ASCE 10-97 Field: MuMinor Page 2296 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Equation Field is Imported: No Format: Controlled by program Units: Text The equation used to obtain the reported ratios. Field: TotalRatio Field is Imported: No Format: Controlled by program Units: Unitless The total PMM stress ratio. This ratio is the sum of the axial, major moment and minor moment stress ratio components. Field: PRatio Field is Imported: No Format: Controlled by program Units: Unitless The axial component of the total PM stress ratio. The total PM stress ratio consists of the sum of the axial and resultant moment components. Field: MRatio Field is Imported: No Format: Controlled by program Units: Unitless The resultant moment component of the total PM stress ratio. The total PM stress ratio consists of the sum of the axial and resultant moment components. Field: SRLimit Field is Imported: No Format: Controlled by program Units: Unitless The stress ratio limit as specified in the preferences. Stress ratios that are less than or equal to this value are considered acceptable. Field: PDsgn Field is Imported: No Format: Force (Forces section of form) Units: Force The design axial force. Table: Steel Design 2 - PMM Details for Angles - ASCE 10-97 Field: Equation Page 2297 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Pac Field is Imported: No Format: Force (Forces section of form) Units: Force The allowable axial compression force. Field: Pat Field is Imported: No Format: Force (Forces section of form) Units: Force The allowable axial tension force. Field: MDsgn Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The resultant factored moment. This moment includes applicable amplification factors, if any. Field: Ma Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The resultant moment capacity. Field: Pe Field is Imported: No Format: Force (Forces section of form) Units: Force The Euler buckling force for bending in the resultant moment direction. Field: Cm Field is Imported: No Format: Controlled by program Units: Unitless Unitless factor, Cm, for bending that is used in determining the stress ratio. It captures the effect of non-uniform moment distribution along the length. Table: Steel Design 2 - PMM Details for Angles - ASCE 10-97 Field: Pac Page 2298 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: XK Field is Imported: No Format: Controlled by program Units: Unitless The effective length factor. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the effective length for the object. Field: XL Field is Imported: No Format: Controlled by program Units: Unitless Unbraced length factor for buckling. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the unbraced length for the object. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: Myt Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The moment that produces tensile yield at the extreme fiber. Field: Mb Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The moment that causes lateral buckling. Field: Myc Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The moment that produces compressive yield at the extreme fiber. Field: Me Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The elastic critical moment. Table: Steel Design 2 - PMM Details for Angles - ASCE 10-97 Field: XK Page 2299 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: LoadAngle Field is Imported: No Format: Angles (Structure Dimensions section of form) Units: Degrees The angle between the angle section Z-axis and the resultant load. Field: Fy Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The steel yield stress for the design section. Field: E Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The modulus of elasticity for the design section. Field: Length Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The total length of the frame object (not clear length). Field: MajAxisAng Field is Imported: No Format: Angles (Structure Dimensions section of form) Units: Degrees The angle measured counterclockwise from the local 3-axis to the major axis. Field: RLLF Field is Imported: No Format: Controlled by program Units: Unitless The reduced live load factor. A reducible live load is multiplied by this factor to obtain the reduced live load for the frame object. Table: Steel Design 2 - PMM Details for Angles - ASCE 10-97 Field: LoadAngle Page 2300 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: SectClass Field is Imported: No Format: Controlled by program Units: Text This is either Non-Slender, Slender or Too Slender indicating the classification of the section. Field: FramingType Field is Imported: No Format: Controlled by program Units: Text The framing type. This is either Moment Frame or Braced Frame. This item is used for ductility considerations in the design. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Design 2 - PMM Details - BS5950 2000 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Table: Steel Design 2 - PMM Details - BS5950 2000 Field: SectClass Page 2301 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'Overstressed', 'See ErrMsg', 'See WarnMsg', 'See ErrMsg and WarnMsg', or 'Overstressed and See WarnMsg' indicating the design status. Field: Combo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the PMM details are reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: Location Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: Pu Field is Imported: No Format: Force (Forces section of form) Units: Force The factored axial load for the specified combo. Field: MuMajor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The factored major bending moment for the specified combo. Table: Steel Design 2 - PMM Details - BS5950 2000 Field: DesignType Page 2302 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: MuMinor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The factored minor bending moment for the specified combo. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: VuMajor Field is Imported: No Format: Force (Forces section of form) Units: Force The factored major shear for the specified combo. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: VuMinor Field is Imported: No Format: Force (Forces section of form) Units: Force The factored minor shear for the specified combo. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: Tu Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The factored torsion (about the local 1-axis) for the specified combo. This item is reported for information only. It is not used in the design. Table: Steel Design 2 - PMM Details - BS5950 2000 Field: MuMinor Page 2303 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Equation Field is Imported: No Format: Controlled by program Units: Text The equation used to obtain the reported ratios. Field: TotalRatio Field is Imported: No Format: Controlled by program Units: Unitless The total PMM stress ratio. This ratio is the sum of the axial, major moment and minor moment stress ratio components. Field: PRatio Field is Imported: No Format: Controlled by program Units: Unitless The axial component of the total PMM stress ratio. The total PMM stress ratio consists of the sum of the axial, major moment and minor moment components. Field: MMajRatio Field is Imported: No Format: Controlled by program Units: Unitless The major moment component of the total PMM stress ratio. The total PMM stress ratio consists of the sum of the axial, major moment and minor moment components. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: MMinRatio Field is Imported: No Format: Controlled by program Units: Unitless The minor moment component of the total PMM stress ratio. The total PMM stress ratio consists of the sum of the axial, major moment and minor moment components. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Steel Design 2 - PMM Details - BS5950 2000 Field: Equation Page 2304 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: SRLimit Field is Imported: No Format: Controlled by program Units: Unitless The stress ratio limit as specified in the preferences. Stress ratios that are less than or equal to this value are considered acceptable. Field: FtOrFcDsgn Field is Imported: No Format: Force (Forces section of form) Units: Force The design factored axial force. Field: Pc Field is Imported: No Format: Force (Forces section of form) Units: Force The axial compression resistance. Field: Pt Field is Imported: No Format: Force (Forces section of form) Units: Force The axial tensile force capacity. Field: PcMajor Field is Imported: No Format: Force (Forces section of form) Units: Force The axial compression resistance considering buckling about the major axis only. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: PcMinor Field is Imported: No Format: Force (Forces section of form) Units: Force The axial compression resistance considering buckling about the minor axis only. Table: Steel Design 2 - PMM Details - BS5950 2000 Field: SRLimit Page 2305 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: MfMajDsgn Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The design factored major moment. This moment includes applicable amplification factors, if any. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: McMajor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The major axis bending moment capacity . For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: Mb Field is Imported: No Format: Controlled by program Units: Unitless The buckling resistance moment. Field: XKMajor Field is Imported: No Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object local major axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the effective length for the object. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Table: Steel Design 2 - PMM Details - BS5950 2000 Field: MfMajDsgn Page 2306 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: XLMajor Field is Imported: No Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object major axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the unbraced length for the object. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: mMajor Field is Imported: No Format: Controlled by program Units: Unitless The equivalent uniform moment factor for major axis bending. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: mLT Field is Imported: No Format: Controlled by program Units: Unitless The equivalent uniform moment factor for lateral-torsional buckling. Field: MfMinDsgn Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The design factored minor moment. This moment includes applicable amplification factors, if any. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: McMinor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The minor axis bending moment capacity. Table: Steel Design 2 - PMM Details - BS5950 2000 Field: XLMajor Page 2307 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: XKMinor Field is Imported: No Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object minor axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the effective length for the object. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: XLMinor Field is Imported: No Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object minor axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the unbraced length for the object. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: mMinor Field is Imported: No Format: Controlled by program Units: Unitless The equivalent uniform moment factor for minor axis bending. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: Fy Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The steel yield stress for the design section. Table: Steel Design 2 - PMM Details - BS5950 2000 Field: XKMinor Page 2308 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: E Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The modulus of elasticity for the design section. Field: Length Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The total length of the frame object (not clear length). Field: MajAxisAng Field is Imported: No Format: Angles (Structure Dimensions section of form) Units: Degrees The angle measured counterclockwise from the local 3-axis to the major axis. Field: RLLF Field is Imported: No Format: Controlled by program Units: Unitless The reduced live load factor. A reducible live load is multiplied by this factor to obtain the reduced live load for the frame object. Field: SectClass Field is Imported: No Format: Controlled by program Units: Text This is either Class 1, Class 2, Class 3, Class 4 or Too Slender indicating the classification of the section. Field: FramingType Field is Imported: No Format: Controlled by program Units: Text The framing type. This is either Moment Frame or Braced Frame. This item is used for ductility considerations in the design. Table: Steel Design 2 - PMM Details - BS5950 2000 Field: E Page 2309 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Design 2 - PMM Details - BS5950 90 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'Overstressed', 'See ErrMsg', 'See WarnMsg', 'See ErrMsg and WarnMsg', or 'Overstressed and See WarnMsg' indicating the design status. Table: Steel Design 2 - PMM Details - BS5950 90 Field: ErrMsg Page 2310 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Combo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the PMM details are reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: Location Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: Pu Field is Imported: No Format: Force (Forces section of form) Units: Force The factored axial load for the specified combo. Field: MuMajor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The factored major bending moment for the specified combo. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: MuMinor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The factored minor bending moment for the specified combo. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Steel Design 2 - PMM Details - BS5950 90 Field: Combo Page 2311 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VuMajor Field is Imported: No Format: Force (Forces section of form) Units: Force The factored major shear for the specified combo. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: VuMinor Field is Imported: No Format: Force (Forces section of form) Units: Force The factored minor shear for the specified combo. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: Tu Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The factored torsion (about the local 1-axis) for the specified combo. This item is reported for information only. It is not used in the design. Field: Equation Field is Imported: No Format: Controlled by program Units: Text The equation used to obtain the reported ratios. Field: TotalRatio Field is Imported: No Format: Controlled by program Units: Unitless The total PMM stress ratio. This ratio is the sum of the axial, major moment and minor moment stress ratio components. Table: Steel Design 2 - PMM Details - BS5950 90 Field: VuMajor Page 2312 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: PRatio Field is Imported: No Format: Controlled by program Units: Unitless The axial component of the total PMM stress ratio. The total PMM stress ratio consists of the sum of the axial, major moment and minor moment components. Field: MMajRatio Field is Imported: No Format: Controlled by program Units: Unitless The major moment component of the total PMM stress ratio. The total PMM stress ratio consists of the sum of the axial, major moment and minor moment components. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: MMinRatio Field is Imported: No Format: Controlled by program Units: Unitless The minor moment component of the total PMM stress ratio. The total PMM stress ratio consists of the sum of the axial, major moment and minor moment components. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: SRLimit Field is Imported: No Format: Controlled by program Units: Unitless The stress ratio limit as specified in the preferences. Stress ratios that are less than or equal to this value are considered acceptable. Field: FtOrFcDsgn Field is Imported: No Format: Force (Forces section of form) Units: Force The design factored axial force. Table: Steel Design 2 - PMM Details - BS5950 90 Field: PRatio Page 2313 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Pc Field is Imported: No Format: Force (Forces section of form) Units: Force The axial compression resistance. Field: Pt Field is Imported: No Format: Force (Forces section of form) Units: Force The axial tensile force capacity. Field: MfMajDsgn Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The design factored major moment. This moment includes applicable amplification factors, if any. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: McMajor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The major axis bending moment capacity . For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: Mb Field is Imported: No Format: Controlled by program Units: Unitless The buckling resistance moment. Table: Steel Design 2 - PMM Details - BS5950 90 Field: Pc Page 2314 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: XKMajor Field is Imported: No Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object local major axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the effective length for the object. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: XLMajor Field is Imported: No Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object major axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the unbraced length for the object. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: mMajor Field is Imported: No Format: Controlled by program Units: Unitless The equivalent uniform moment factor for major axis bending. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: N Field is Imported: No Format: Controlled by program Units: Unitless The slenderness correction factor. Table: Steel Design 2 - PMM Details - BS5950 90 Field: XKMajor Page 2315 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: MfMinDsgn Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The design factored minor moment. This moment includes applicable amplification factors, if any. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: McMinor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The minor axis bending moment capacity. Field: XKMinor Field is Imported: No Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object minor axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the effective length for the object. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: XLMinor Field is Imported: No Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object minor axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the unbraced length for the object. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Steel Design 2 - PMM Details - BS5950 90 Field: MfMinDsgn Page 2316 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: mMinor Field is Imported: No Format: Controlled by program Units: Unitless The equivalent uniform moment factor for minor axis bending. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: Fy Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The steel yield stress for the design section. Field: E Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The modulus of elasticity for the design section. Field: Length Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The total length of the frame object (not clear length). Field: MajAxisAng Field is Imported: No Format: Angles (Structure Dimensions section of form) Units: Degrees The angle measured counterclockwise from the local 3-axis to the major axis. Field: RLLF Field is Imported: No Format: Controlled by program Units: Unitless The reduced live load factor. A reducible live load is multiplied by this factor to obtain the reduced live load for the frame object. Table: Steel Design 2 - PMM Details - BS5950 90 Field: mMinor Page 2317 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: SectClass Field is Imported: No Format: Controlled by program Units: Text This is either Class 1, Class 2, Class 3, Class 4 or Too Slender indicating the classification of the section. Field: FramingType Field is Imported: No Format: Controlled by program Units: Text The framing type. This is either Moment Frame or Braced Frame. This item is used for ductility considerations in the design. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Design 2 - PMM Details - Chinese 2002 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Table: Steel Design 2 - PMM Details - Chinese 2002 Field: SectClass Page 2318 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Field: TallBldg Field is Imported: No Format: Controlled by program Units: Yes/No This item is Yes or No indicating whether the building is a tall building or not. Field: RolledShape Field is Imported: No Format: Controlled by program Units: Yes/No This item is Yes or No indicating whether the steel section is a rolled shape or not. Field: GasCut Field is Imported: No Format: Controlled by program Units: Yes/No This item is Yes or No indicating whether the steel section is a gas cut or not. Field: IgnorBOverT Field is Imported: No Format: Controlled by program Units: Yes/No This item is Yes or No indicating whether the b/t ratio should be considered for slenderness check or not. Field: RegFactor Field is Imported: No Format: Controlled by program Units: Unitless Strength Regulatory Factor. Field: SI Field is Imported: No Format: Controlled by program Units: Unitless Seismic Intensity. Table: Steel Design 2 - PMM Details - Chinese 2002 Field: DesignType Page 2319 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: GammaRE Field is Imported: No Format: Controlled by program Units: Unitless Gamma_RE factor for seismic load. Field: E Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The modulus of elasticity for the design section. Field: fy Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The steel yield stress for the design section. Field: f Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The allowable normal stress for the design section. Field: fv Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The allowable shear stress for the design section. Field: AeOverAg Field is Imported: No Format: Controlled by program Units: Unitless Net Area Ratio. This is used in axial stress ratio calculation (GB50011 5.1.1). Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'Overstressed', 'See ErrMsg', 'See WarnMsg', 'See ErrMsg and WarnMsg', or 'Overstressed and See WarnMsg' indicating the design status. Table: Steel Design 2 - PMM Details - Chinese 2002 Field: GammaRE Page 2320 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Combo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the PMM details are reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: Location Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: N Field is Imported: No Format: Force (Forces section of form) Units: Force The axial load for the specified combo. Field: MMajor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The major bending moment for the specified combo. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: MMinor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The minor bending moment for the specified combo. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Steel Design 2 - PMM Details - Chinese 2002 Field: Combo Page 2321 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VMajor Field is Imported: No Format: Force (Forces section of form) Units: Force The major shear for the specified combo. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: VMinor Field is Imported: No Format: Force (Forces section of form) Units: Force The minor shear for the specified combo. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: T Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The torsion (about the local 1-axis) for the specified combo. This item is reported for information only. It is not used in the design. Field: Equation Field is Imported: No Format: Controlled by program Units: Text The equation used to obtain the reported ratios. Field: TotalRatio Field is Imported: No Format: Controlled by program Units: Unitless The total PMM stress ratio. This ratio is the sum of the axial, major moment and minor moment stress ratio components. Table: Steel Design 2 - PMM Details - Chinese 2002 Field: VMajor Page 2322 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: NRatio Field is Imported: No Format: Controlled by program Units: Unitless The axial component of the total PMM stress ratio. The total PMM stress ratio consists of the sum of the axial, major moment and minor moment components. Field: MMajRatio Field is Imported: No Format: Controlled by program Units: Unitless The major moment component of the total PMM stress ratio. The total PMM stress ratio consists of the sum of the axial, major moment and minor moment components. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: MMinRatio Field is Imported: No Format: Controlled by program Units: Unitless The minor moment component of the total PMM stress ratio. The total PMM stress ratio consists of the sum of the axial, major moment and minor moment components. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: SRLimit Field is Imported: No Format: Controlled by program Units: Unitless The stress ratio limit as specified in the preferences. Stress ratios that are less than or equal to this value are considered acceptable. Field: SecClassMaj Field is Imported: No Format: Controlled by program Units: Text Section class for major axis bending (GB50017 Table 5.1.2-1, 5.1.2-2). This is used in calculating axial amplification factor for major axis bending (GB50017 Appendix C, GB50017 Table C-5). Table: Steel Design 2 - PMM Details - Chinese 2002 Field: NRatio Page 2323 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: LambdanMaj Field is Imported: No Format: Controlled by program Units: Unitless Nondimensional slenderness factor for major axis bending (GB50017 Appendix C, JGJ99-98 6.4.6). This is used in calculating axial amplification factor for major axis bending (GB50017 Appendix C, GB50011 8.2.6). Field: Alpha1Major Field is Imported: No Format: Controlled by program Units: Unitless Alpha1 factor for major axis bending (GB50017 Appendix C, GB50017 Table C-5). This is used to determine the stability coefficient Phi of axially compressed members for major axis bending (GB50017 Appendix C). Field: Alpha2Major Field is Imported: No Format: Controlled by program Units: Unitless Alpha2 factor for major axis bending (GB50017 Appendix C, GB50017 Table C-5). This is used to determine the stability coefficient Phi of axially compressed members for major axis bending (GB50017 Appendix C). Field: Alpha3Major Field is Imported: No Format: Controlled by program Units: Unitless Alpha3 factor for major axis bending (GB50017 Appendix C, GB50017 Table C-5). This is used to determine the stability coefficient Phi of axially compressed members for major axis bending (GB50017 Appendix C). Field: PhiMajor Field is Imported: No Format: Controlled by program Units: Unitless The stability coefficient Phi of axially compressed members for major axis bending (GB50017 Appendix C). This is used in calculating the stress ratio (GB50011 5.1.2, 5.2.2-1, 5.2.5-1, JGJ99-98 6.4.6). Table: Steel Design 2 - PMM Details - Chinese 2002 Field: LambdanMaj Page 2324 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: SecClassMin Field is Imported: No Format: Controlled by program Units: Text Section class for minor axis bending (GB50017 Table 5.1.2-1, 5.1.2-2). This is used in calculating axial amplification factor for minor axis bending (GB50017 Appendix C, GB50017 Table C-5). Field: LambdanMin Field is Imported: No Format: Controlled by program Units: Unitless Nondimensional slenderness factor for minor axis bending (GB50017 Appendix C, JGJ99-98 6.4.6). This is used in calculating axial amplification factor for minor axis bending (GB50017 Appendix C, GB50011 8.2.6). Field: Alpha1Minor Field is Imported: No Format: Controlled by program Units: Unitless Alpha1 factor for minor axis bending (GB50017 Appendix C, GB50017 Table C-5). This is used to determine the stability coefficient Phi of axially compressed members for minor axis bending (GB50017 Appendix C). Field: Alpha2Minor Field is Imported: No Format: Controlled by program Units: Unitless Alpha2 factor for minor axis bending (GB50017 Appendix C, GB50017 Table C-5). This is used to determine the stability coefficient Phi of axially compressed members for minor axis bending (GB50017 Appendix C). Field: Alpha3Minor Field is Imported: No Format: Controlled by program Units: Unitless Alpha3 factor for minor axis bending (GB50017 Appendix C, GB50017 Table C-5). This is used to determine the stability coefficient Phi of axially compressed members for minor axis bending (GB50017 Appendix C). Table: Steel Design 2 - PMM Details - Chinese 2002 Field: SecClassMin Page 2325 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: PhiMinor Field is Imported: No Format: Controlled by program Units: Unitless The stability coefficient Phi of axially compressed members for minor axis bending (GB50017 Appendix C). This is used in calculating the stress ratio (GB50011 5.1.2, 5.2.2-1, 5.2.5-1, JGJ99-98 6.4.6). Field: MueMajor Field is Imported: No Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object major axis. This item is specified as a fraction of the frame object length. This factor times the frame object length gives the effective length for the object. Field: LRatioMajor Field is Imported: No Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object major axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the unbraced length for the object. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: LambdaMajor Field is Imported: No Format: Controlled by program Units: Unitless Nondimensional slenderness ratio for major axis bending (GB50017 5.2.2, 5.2.5, Appendix C, JGJ99-98 6.4.2, 6.4.6). Field: NcrMajor Field is Imported: No Format: Force (Forces section of form) Units: Force Euler critical axial capacity for major axis bending (GB50017 5.2.2, 5.2.5). Table: Steel Design 2 - PMM Details - Chinese 2002 Field: PhiMinor Page 2326 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: MueMinor Field is Imported: No Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object minor axis. This item is specified as a fraction of the frame object length. This factor times the frame object length gives the effective length for the object. Field: LRatioMinor Field is Imported: No Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object minor axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the unbraced length for the object. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: LambdaMinor Field is Imported: No Format: Controlled by program Units: Unitless Nondimensional slenderness ratio for minor axis bending (GB50017 5.2.2, 5.2.5, Appendix C, JGJ99-98 6.4.2, 6.4.6). Field: NcrMinor Field is Imported: No Format: Force (Forces section of form) Units: Force Euler critical axial capacity for minor axis bending (GB50017 5.2.2, 5.2.5). Field: GammaMajor Field is Imported: No Format: Controlled by program Units: Unitless Plasticity Development Coefficient or Plasticity Factor for major axis bending (GB50017 4.1.1, 4.1.2). This is used in the interaction equations (GB50017 4.1.1, 5.2.1, 5.2.2-1, 5.2.5-1). Table: Steel Design 2 - PMM Details - Chinese 2002 Field: MueMinor Page 2327 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: BetamMajor Field is Imported: No Format: Controlled by program Units: Unitless Unitless factor for major axis bending, used in determining the equivalent moment (GB50017 5.2.2-1). It captures the effect of non-uniform moment distribution along the length (GB50017 5.2.2-1, 5.2.5-1). Field: BetatMajor Field is Imported: No Format: Controlled by program Units: Unitless Unitless factor for major axis bending, used in determining the equivalent moment (GB50017 5.2.2). It captures the effect of non-uniform moment distribution along the length (GB50017 5.2.2-2, 5.2.5-2). Field: Eta Field is Imported: No Format: Controlled by program Units: Unitless Section Influence Coefficient or Eta Factor (GB50017 5.2.2, 5.2.5). This is used in the interaction equations (GB50017 5.2.2-2, 5.2.5-1, 5.2.5-2). Field: PhibMajor Field is Imported: No Format: Controlled by program Units: Unitless The stability coefficient Phib for major axis bending (GB50017 5.2.2, 5.2.5, 4.2.3, Appendix B-5.a). This is used in calculating the stress ratio (GB50017 4.2.2, 4.2.3, 5.2.2-2, 5.2.5-2). Field: GammaMinor Field is Imported: No Format: Controlled by program Units: Unitless Plasticity Development Coefficient or Plasticity Factor for minor axis bending (GB50017 4.1.1, 4.1.2). This is used in the interaction equations (GB50017 4.1.1, 4.2.3, 5.2.1, 5.2.5-2). Table: Steel Design 2 - PMM Details - Chinese 2002 Field: BetamMajor Page 2328 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: BetamMinor Field is Imported: No Format: Controlled by program Units: Unitless Unitless factor for minor axis bending, used in determining the equivalent moment (GB50017 5.2.2). It captures the effect of non-uniform moment distribution along the length (GB50017 5.2.5-2). Field: BetatMinor Field is Imported: No Format: Controlled by program Units: Unitless Unitless factor for minor axis bending, used in determining the equivalent moment (GB50017 5.2.2). It captures the effect of non-uniform moment distribution along the length (GB50017 5.2.5-1). Field: PhibMinor Field is Imported: No Format: Controlled by program Units: Unitless The stability coefficient Phib for minor axis bending (GB50017 5.2.2, 5.2.5, 4.2.3, Appendix B-5.a). This is used in calculating the stress ratio (GB50017 5.2.5-1). Field: NDsgn Field is Imported: No Format: Force (Forces section of form) Units: Force The design axial force. Field: fN Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 This is the normal stress due to axial force. It is calculated as the axial force divided by the gross area of the section. This is used in the stress ratio calculation. Field: fNOverf Field is Imported: No Format: Controlled by program Units: Unitless This is the normal stress ratio due to axial force. It is calculated as the normal stress due to the axial force, f_N, divided by the axial allowable stress, f. The effect of gamma_RE and the Strength Regulatory Factor is considered for adjusting f, if needed. Table: Steel Design 2 - PMM Details - Chinese 2002 Field: BetamMinor Page 2329 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: SFN Field is Imported: No Format: Controlled by program Units: Unitless This is the scale factor to amplify the normal stress ratio for axial load. It considers the factors like Net Area Ratio, PhiMajor, and PhiMinor, as appropriate. The result of multiplication of normal stress ratio and the scale factor is reported as NRatio. Field: MMajDsgn Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The design major moment. This moment includes applicable amplification factors, if any. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: fM33 Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 This is the normal stress due to major axis bending moment. It is calculated as the bending moment divided by the gross section modulus about major axis of the section. This is used in the stress ratio calculation. Field: fM33Overf Field is Imported: No Format: Controlled by program Units: Unitless This is the normal stress ratio due to major axis bending moment. It is calculated as the normal stress due to the major axis bending moment, f_M33, divided by the axial allowable stress, f. The effect of gamma_RE and the Strength Regulatory Factor is considered for adjusting f, if needed. Field: SFM33 Field is Imported: No Format: Controlled by program Units: Unitless This is the scale factor to amplify the normal stress ratio for major axis bending moment. It considers the factors like Gamma, Phib, Eta, Betam, Betat, and Euler critical load for the major axis bending, as appropriate. The result of multiplication of normal stress ratio and the scale factor is reported as MMajRatio. Table: Steel Design 2 - PMM Details - Chinese 2002 Field: SFN Page 2330 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: MMinDsgn Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The design minor moment. This moment includes applicable amplification factors, if any. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: fM22 Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 This is the normal stress due to minor axis bending moment. It is calculated as the bending moment divided by the gross section modulus about minor axis of the section. This is used in the stress ratio calculation. Field: fM22Overf Field is Imported: No Format: Controlled by program Units: Unitless This is the normal stress ratio due to minor axis bending moment. It is calculated as the normal stress due to the minor axis bending moment, f_M22, divided by the axial allowable stress, f. The effect of gamma_RE and the Strength Regulatory Factor is considered for adjusting f, if needed. Field: SFM22 Field is Imported: No Format: Controlled by program Units: Unitless This is the scale factor to amplify the normal stress ratio for minor axis bending moment. It considers the factors like Gamma, Phib, Eta, Betam, Betat, and Euler critical load for the minor axis bending, as appropriate. The result of multiplication of normal stress ratio and the scale factor is reported as MMinRatio. Field: Length Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The total length of the frame object (not clear length). Table: Steel Design 2 - PMM Details - Chinese 2002 Field: MMinDsgn Page 2331 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: MajAxisAng Field is Imported: No Format: Angles (Structure Dimensions section of form) Units: Degrees The angle measured counterclockwise from the local 3-axis to the major axis. Field: RLLF Field is Imported: No Format: Controlled by program Units: Unitless The reduced live load factor. A reducible live load is multiplied by this factor to obtain the reduced live load for the frame object. Field: SectClass Field is Imported: No Format: Controlled by program Units: Text This is either Too Slender, Slender, or Non-Slender indicating the classification of the section. Field: FramingType Field is Imported: No Format: Controlled by program Units: Text The framing type. This is either Moment Frame or Braced Frame. This item is used for ductility considerations in the design. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Design 2 - PMM Details - Chinese 2002 Field: MajAxisAng Page 2332 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Steel Design 2 - PMM Details - CAN/CSA-S16-01 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'Overstressed', 'See ErrMsg', 'See WarnMsg', 'See ErrMsg and WarnMsg', or 'Overstressed and See WarnMsg' indicating the design status. Field: Combo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the PMM details are reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Table: Steel Design 2 - PMM Details - CAN/CSA-S16-01 Field: Frame Page 2333 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Location Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: Pu Field is Imported: No Format: Force (Forces section of form) Units: Force The factored axial load for the specified combo. Field: MuMajor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The factored major bending moment for the specified combo. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: MuMinor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The factored minor bending moment for the specified combo. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: VuMajor Field is Imported: No Format: Force (Forces section of form) Units: Force The factored major shear for the specified combo. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Table: Steel Design 2 - PMM Details - CAN/CSA-S16-01 Field: Location Page 2334 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VuMinor Field is Imported: No Format: Force (Forces section of form) Units: Force The factored minor shear for the specified combo. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: Tu Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The factored torsion (about the local 1-axis) for the specified combo. This item is reported for information only. It is not used in the design. Field: Equation Field is Imported: No Format: Controlled by program Units: Text The equation used to obtain the reported ratios. Field: TotalRatio Field is Imported: No Format: Controlled by program Units: Unitless The total PMM stress ratio. This ratio is the sum of the axial, major moment and minor moment stress ratio components. Field: PRatio Field is Imported: No Format: Controlled by program Units: Unitless The axial component of the total PMM stress ratio. The total PMM stress ratio consists of the sum of the axial, major moment and minor moment components. Table: Steel Design 2 - PMM Details - CAN/CSA-S16-01 Field: VuMinor Page 2335 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: MMajRatio Field is Imported: No Format: Controlled by program Units: Unitless The major moment component of the total PMM stress ratio. The total PMM stress ratio consists of the sum of the axial, major moment and minor moment components. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: MMinRatio Field is Imported: No Format: Controlled by program Units: Unitless The minor moment component of the total PMM stress ratio. The total PMM stress ratio consists of the sum of the axial, major moment and minor moment components. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: SRLimit Field is Imported: No Format: Controlled by program Units: Unitless The stress ratio limit as specified in the preferences. Stress ratios that are less than or equal to this value are considered acceptable. Field: CfOrCtDsgn Field is Imported: No Format: Force (Forces section of form) Units: Force The design factored axial force. Field: Cr Field is Imported: No Format: Force (Forces section of form) Units: Force The factored compressive resistance. Table: Steel Design 2 - PMM Details - CAN/CSA-S16-01 Field: MMajRatio Page 2336 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Tr Field is Imported: No Format: Force (Forces section of form) Units: Force The factored tensile resistance. Field: MfMajDsgn Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The design factored major moment. This moment includes applicable amplification factors, if any. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: MrMajor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The factored major moment resistance. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: U1Major Field is Imported: No Format: Controlled by program Units: Unitless Unitless moment magnification factor for non-sway major-axis bending moment. Nonsway moments are assumed to be those resulting from dead and live loads. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: U2Major Field is Imported: No Format: Controlled by program Units: Unitless Unitless moment magnification factor for sway major-axis bending moment. Sway moments are assumed to be those resulting from all loads except dead and live loads. Table: Steel Design 2 - PMM Details - CAN/CSA-S16-01 Field: Tr Page 2337 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: XKMajor Field is Imported: No Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object local major axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the effective length for the object. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: XLMajor Field is Imported: No Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object major axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the unbraced length for the object. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: Omega1Major Field is Imported: No Format: Controlled by program Units: Unitless Coefficient used to determine equivalent uniform major axis bending. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: Omega2 Field is Imported: No Format: Controlled by program Units: Unitless Coefficient to account for increased moment resistance due to moment gradient. Table: Steel Design 2 - PMM Details - CAN/CSA-S16-01 Field: XKMajor Page 2338 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: MfMinDsgn Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The design factored minor moment. This moment includes applicable amplification factors, if any. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: MrMinor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The factored minor moment resistance. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: U1Minor Field is Imported: No Format: Controlled by program Units: Unitless Unitless moment magnification factor for non-sway minor-axis bending moment. Nonsway moments are assumed to be those resulting from dead and live loads. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: U2Minor Field is Imported: No Format: Controlled by program Units: Unitless Unitless moment magnification factor for sway minor-axis bending moment. Sway moments are assumed to be those resulting from all loads except dead and live loads. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Steel Design 2 - PMM Details - CAN/CSA-S16-01 Field: MfMinDsgn Page 2339 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: XKMinor Field is Imported: No Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object minor axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the effective length for the object. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: XLMinor Field is Imported: No Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object minor axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the unbraced length for the object. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: Omega1Minor Field is Imported: No Format: Controlled by program Units: Unitless Coefficient used to determine equivalent uniform minor axis bending. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: Fy Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The steel yield stress for the design section. Table: Steel Design 2 - PMM Details - CAN/CSA-S16-01 Field: XKMinor Page 2340 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: E Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The modulus of elasticity for the design section. Field: Length Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The total length of the frame object (not clear length). Field: MajAxisAng Field is Imported: No Format: Angles (Structure Dimensions section of form) Units: Degrees The angle measured counterclockwise from the local 3-axis to the major axis. Field: RLLF Field is Imported: No Format: Controlled by program Units: Unitless The reduced live load factor. A reducible live load is multiplied by this factor to obtain the reduced live load for the frame object. Field: SectClass Field is Imported: No Format: Controlled by program Units: Text This is either Class 1, Class 2, Class 3, Class 4 or Too Slender indicating the classification of the section. Field: FramingType Field is Imported: No Format: Controlled by program Units: Text The framing type. This is either Moment Frame or Braced Frame. This item is used for ductility considerations in the design. Table: Steel Design 2 - PMM Details - CAN/CSA-S16-01 Field: E Page 2341 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Design 2 - PMM Details - CISC 95 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'Overstressed', 'See ErrMsg', 'See WarnMsg', 'See ErrMsg and WarnMsg', or 'Overstressed and See WarnMsg' indicating the design status. Table: Steel Design 2 - PMM Details - CISC 95 Field: ErrMsg Page 2342 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Combo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the PMM details are reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: Location Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: Pu Field is Imported: No Format: Force (Forces section of form) Units: Force The factored axial load for the specified combo. Field: MuMajor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The factored major bending moment for the specified combo. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: MuMinor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The factored minor bending moment for the specified combo. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Steel Design 2 - PMM Details - CISC 95 Field: Combo Page 2343 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VuMajor Field is Imported: No Format: Force (Forces section of form) Units: Force The factored major shear for the specified combo. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: VuMinor Field is Imported: No Format: Force (Forces section of form) Units: Force The factored minor shear for the specified combo. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: Tu Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The factored torsion (about the local 1-axis) for the specified combo. This item is reported for information only. It is not used in the design. Field: Equation Field is Imported: No Format: Controlled by program Units: Text The equation used to obtain the reported ratios. Field: TotalRatio Field is Imported: No Format: Controlled by program Units: Unitless The total PMM stress ratio. This ratio is the sum of the axial, major moment and minor moment stress ratio components. Table: Steel Design 2 - PMM Details - CISC 95 Field: VuMajor Page 2344 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: PRatio Field is Imported: No Format: Controlled by program Units: Unitless The axial component of the total PMM stress ratio. The total PMM stress ratio consists of the sum of the axial, major moment and minor moment components. Field: MMajRatio Field is Imported: No Format: Controlled by program Units: Unitless The major moment component of the total PMM stress ratio. The total PMM stress ratio consists of the sum of the axial, major moment and minor moment components. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: MMinRatio Field is Imported: No Format: Controlled by program Units: Unitless The minor moment component of the total PMM stress ratio. The total PMM stress ratio consists of the sum of the axial, major moment and minor moment components. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: SRLimit Field is Imported: No Format: Controlled by program Units: Unitless The stress ratio limit as specified in the preferences. Stress ratios that are less than or equal to this value are considered acceptable. Field: CfOrCtDsgn Field is Imported: No Format: Force (Forces section of form) Units: Force The design factored axial force. Table: Steel Design 2 - PMM Details - CISC 95 Field: PRatio Page 2345 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Cr Field is Imported: No Format: Force (Forces section of form) Units: Force The factored compressive resistance. Field: Tr Field is Imported: No Format: Force (Forces section of form) Units: Force The factored tensile resistance. Field: MfMajDsgn Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The design factored major moment. This moment includes applicable amplification factors, if any. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: MrMajor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The factored major moment resistance. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: U1Major Field is Imported: No Format: Controlled by program Units: Unitless Unitless moment magnification factor for non-sway major-axis bending moment. Nonsway moments are assumed to be those resulting from dead and live loads. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Table: Steel Design 2 - PMM Details - CISC 95 Field: Cr Page 2346 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: U2Major Field is Imported: No Format: Controlled by program Units: Unitless Unitless moment magnification factor for sway major-axis bending moment. Sway moments are assumed to be those resulting from all loads except dead and live loads. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: XKMajor Field is Imported: No Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object local major axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the effective length for the object. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: XLMajor Field is Imported: No Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object major axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the unbraced length for the object. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: Omega1Major Field is Imported: No Format: Controlled by program Units: Unitless Coefficient used to determine equivalent uniform major axis bending. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Table: Steel Design 2 - PMM Details - CISC 95 Field: U2Major Page 2347 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Omega2 Field is Imported: No Format: Controlled by program Units: Unitless Coefficient to account for increased moment resistance due to moment gradient. Field: MfMinDsgn Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The design factored minor moment. This moment includes applicable amplification factors, if any. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: MrMinor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The factored minor moment resistance. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: U1Minor Field is Imported: No Format: Controlled by program Units: Unitless Unitless moment magnification factor for non-sway minor-axis bending moment. Nonsway moments are assumed to be those resulting from dead and live loads. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: U2Minor Field is Imported: No Format: Controlled by program Units: Unitless Unitless moment magnification factor for sway minor-axis bending moment. Sway moments are assumed to be those resulting from all loads except dead and live loads. Table: Steel Design 2 - PMM Details - CISC 95 Field: Omega2 Page 2348 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: XKMinor Field is Imported: No Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object minor axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the effective length for the object. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: XLMinor Field is Imported: No Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object minor axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the unbraced length for the object. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: Omega1Minor Field is Imported: No Format: Controlled by program Units: Unitless Coefficient used to determine equivalent uniform minor axis bending. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: Fy Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The steel yield stress for the design section. Table: Steel Design 2 - PMM Details - CISC 95 Field: XKMinor Page 2349 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: E Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The modulus of elasticity for the design section. Field: Length Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The total length of the frame object (not clear length). Field: MajAxisAng Field is Imported: No Format: Angles (Structure Dimensions section of form) Units: Degrees The angle measured counterclockwise from the local 3-axis to the major axis. Field: RLLF Field is Imported: No Format: Controlled by program Units: Unitless The reduced live load factor. A reducible live load is multiplied by this factor to obtain the reduced live load for the frame object. Field: SectClass Field is Imported: No Format: Controlled by program Units: Text This is either Class 1, Class 2, Class 3, Class 4 or Too Slender indicating the classification of the section. Field: FramingType Field is Imported: No Format: Controlled by program Units: Text The framing type. This is either Moment Frame or Braced Frame. This item is used for ductility considerations in the design. Table: Steel Design 2 - PMM Details - CISC 95 Field: E Page 2350 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Design 2 - PMM Details - EUROCODE 3-1993 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'Overstressed', 'See ErrMsg', 'See WarnMsg', 'See ErrMsg and WarnMsg', or 'Overstressed and See WarnMsg' indicating the design status. Table: Steel Design 2 - PMM Details - EUROCODE 3-1993 Field: ErrMsg Page 2351 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Combo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the PMM details are reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: Location Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: Pu Field is Imported: No Format: Force (Forces section of form) Units: Force The factored axial load for the specified combo. Field: MuMajor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The factored major bending moment for the specified combo. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: MuMinor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The factored minor bending moment for the specified combo. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Steel Design 2 - PMM Details - EUROCODE 3-1993 Field: Combo Page 2352 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VuMajor Field is Imported: No Format: Force (Forces section of form) Units: Force The factored major shear for the specified combo. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: VuMinor Field is Imported: No Format: Force (Forces section of form) Units: Force The factored minor shear for the specified combo. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: Tu Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The factored torsion (about the local 1-axis) for the specified combo. This item is reported for information only. It is not used in the design. Field: Equation Field is Imported: No Format: Controlled by program Units: Text The equation used to obtain the reported ratios. Field: TotalRatio Field is Imported: No Format: Controlled by program Units: Unitless The total PMM stress ratio. This ratio is the sum of the axial, major moment and minor moment stress ratio components. Table: Steel Design 2 - PMM Details - EUROCODE 3-1993 Field: VuMajor Page 2353 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: PRatio Field is Imported: No Format: Controlled by program Units: Unitless The axial component of the total PMM stress ratio. The total PMM stress ratio consists of the sum of the axial, major moment and minor moment components. Field: MMajRatio Field is Imported: No Format: Controlled by program Units: Unitless The major moment component of the total PMM stress ratio. The total PMM stress ratio consists of the sum of the axial, major moment and minor moment components. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: MMinRatio Field is Imported: No Format: Controlled by program Units: Unitless The minor moment component of the total PMM stress ratio. The total PMM stress ratio consists of the sum of the axial, major moment and minor moment components. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: SRLimit Field is Imported: No Format: Controlled by program Units: Unitless The stress ratio limit as specified in the preferences. Stress ratios that are less than or equal to this value are considered acceptable. Field: NsdDsgn Field is Imported: No Format: Force (Forces section of form) Units: Force The design axial force. Table: Steel Design 2 - PMM Details - EUROCODE 3-1993 Field: PRatio Page 2354 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Ncrd Field is Imported: No Format: Force (Forces section of form) Units: Force The axial compression resistance force. Field: Ntrd Field is Imported: No Format: Force (Forces section of form) Units: Force The axial tension resistance force. Field: NbrdMajor Field is Imported: No Format: Force (Forces section of form) Units: Force The axial compression resistance force. Field: NbrdMinor Field is Imported: No Format: Force (Forces section of form) Units: Force The axial compression resistance force. Field: MsdMajDsgn Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The design major moment. This moment includes applicable amplification factors, if any. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: McrdMajor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The major bending full moment resistance. Table: Steel Design 2 - PMM Details - EUROCODE 3-1993 Field: Ncrd Page 2355 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: MvrdMajor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The major bending reduced resistance moment due to shear. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: MbrdMajor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The major bending buckling resistance moment. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: XKMajor Field is Imported: No Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object local major axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the effective length for the object. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: XLMajor Field is Imported: No Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object major axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the unbraced length for the object. Table: Steel Design 2 - PMM Details - EUROCODE 3-1993 Field: MvrdMajor Page 2356 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: kMajor Field is Imported: No Format: Controlled by program Units: Unitless Factor applied to the major design moment in the interaction equations. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: klt Field is Imported: No Format: Controlled by program Units: Unitless Factor applied to the major design moment in the interaction equation checking for failure due to lateral-torsional buckling. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: C1 Field is Imported: No Format: Controlled by program Units: Unitless A bending coefficient. Field: MsdMinDsgn Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The design minor moment. This moment includes applicable amplification factors, if any. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Steel Design 2 - PMM Details - EUROCODE 3-1993 Field: kMajor Page 2357 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: McrdMinor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The minor bending full moment resistance. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: MvrdMinor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The minor bending reduced resistance moment due to shear. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: XKMinor Field is Imported: No Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object minor axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the effective length for the object. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: XLMinor Field is Imported: No Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object minor axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the unbraced length for the object. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Steel Design 2 - PMM Details - EUROCODE 3-1993 Field: McrdMinor Page 2358 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: kMinor Field is Imported: No Format: Controlled by program Units: Unitless Factor applied to the minor design moment in the interaction equations. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: Fy Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The steel yield stress for the design section. Field: E Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The modulus of elasticity for the design section. Field: Length Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The total length of the frame object (not clear length). Field: MajAxisAng Field is Imported: No Format: Angles (Structure Dimensions section of form) Units: Degrees The angle measured counterclockwise from the local 3-axis to the major axis. Field: RLLF Field is Imported: No Format: Controlled by program Units: Unitless The reduced live load factor. A reducible live load is multiplied by this factor to obtain the reduced live load for the frame object. Table: Steel Design 2 - PMM Details - EUROCODE 3-1993 Field: kMinor Page 2359 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: SectClass Field is Imported: No Format: Controlled by program Units: Text This is either Class 1, Class 2, Class 3, Class 4 or Too Slender indicating the classification of the section. Field: FramingType Field is Imported: No Format: Controlled by program Units: Text The framing type. This is either Moment Frame or Braced Frame. This item is used for ductility considerations in the design. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Design 2 - PMM Details - Eurocode 3-2005 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Table: Steel Design 2 - PMM Details - Eurocode 3-2005 Field: SectClass Page 2360 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'Overstressed', 'See ErrMsg', 'See WarnMsg', 'See ErrMsg and WarnMsg', or 'Overstressed and See WarnMsg' indicating the design status. Field: Combo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the PMM details are reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: Location Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: Pu Field is Imported: No Format: Force (Forces section of form) Units: Force The factored axial load for the specified combo. Field: MuMajor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The factored major bending moment for the specified combo. Table: Steel Design 2 - PMM Details - Eurocode 3-2005 Field: DesignType Page 2361 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: MuMinor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The factored minor bending moment for the specified combo. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: VuMajor Field is Imported: No Format: Force (Forces section of form) Units: Force The factored major shear for the specified combo. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: VuMinor Field is Imported: No Format: Force (Forces section of form) Units: Force The factored minor shear for the specified combo. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: Tu Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The factored torsion (about the local 1-axis) for the specified combo. This item is reported for information only. It is not used in the design. Table: Steel Design 2 - PMM Details - Eurocode 3-2005 Field: MuMinor Page 2362 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Equation Field is Imported: No Format: Controlled by program Units: Text The equation used to obtain the reported ratios. Field: TotalRatio Field is Imported: No Format: Controlled by program Units: Unitless The total PMM stress ratio. This ratio is the sum of the axial, major moment and minor moment stress ratio components. Field: PRatio Field is Imported: No Format: Controlled by program Units: Unitless The axial component of the total PMM stress ratio. The total PMM stress ratio consists of the sum of the axial, major moment and minor moment components. Field: MMajRatio Field is Imported: No Format: Controlled by program Units: Unitless The major moment component of the total PMM stress ratio. The total PMM stress ratio consists of the sum of the axial, major moment and minor moment components. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: MMinRatio Field is Imported: No Format: Controlled by program Units: Unitless The minor moment component of the total PMM stress ratio. The total PMM stress ratio consists of the sum of the axial, major moment and minor moment components. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Steel Design 2 - PMM Details - Eurocode 3-2005 Field: Equation Page 2363 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: SRLimit Field is Imported: No Format: Controlled by program Units: Unitless The stress ratio limit as specified in the preferences. Stress ratios that are less than or equal to this value are considered acceptable. Field: NsdDsgn Field is Imported: No Format: Force (Forces section of form) Units: Force The design axial force. Field: Ncrd Field is Imported: No Format: Force (Forces section of form) Units: Force The axial compression resistance force. Field: Ntrd Field is Imported: No Format: Force (Forces section of form) Units: Force The axial tension resistance force. Field: NbrdMajor Field is Imported: No Format: Force (Forces section of form) Units: Force The axial compression resistance force. Field: NbrdMinor Field is Imported: No Format: Force (Forces section of form) Units: Force The axial compression resistance force. Table: Steel Design 2 - PMM Details - Eurocode 3-2005 Field: SRLimit Page 2364 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: MsdMajDsgn Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The design major moment. This moment includes applicable amplification factors, if any. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: McrdMajor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The major bending full moment resistance. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: MvrdMajor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The major bending reduced resistance moment due to shear. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: MbrdMajor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The major bending buckling resistance moment. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Table: Steel Design 2 - PMM Details - Eurocode 3-2005 Field: MsdMajDsgn Page 2365 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: XKMajor Field is Imported: No Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object local major axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the effective length for the object. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: XLMajor Field is Imported: No Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object major axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the unbraced length for the object. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: kMajor Field is Imported: No Format: Controlled by program Units: Unitless Factor applied to the major design moment in the interaction equations. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: kzy Field is Imported: No Format: Controlled by program Units: Unitless Factor applied to the major design moment in the interaction equations. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Table: Steel Design 2 - PMM Details - Eurocode 3-2005 Field: XKMajor Page 2366 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: C1 Field is Imported: No Format: Controlled by program Units: Unitless A bending coefficient. Field: MsdMinDsgn Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The design minor moment. This moment includes applicable amplification factors, if any. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: McrdMinor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The minor bending full moment resistance. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: MvrdMinor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The minor bending reduced resistance moment due to shear. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: XKMinor Field is Imported: No Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object minor axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the effective length for the object. Table: Steel Design 2 - PMM Details - Eurocode 3-2005 Field: C1 Page 2367 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: XLMinor Field is Imported: No Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object minor axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the unbraced length for the object. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: kMinor Field is Imported: No Format: Controlled by program Units: Unitless Factor applied to the minor design moment in the interaction equations. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: kyz Field is Imported: No Format: Controlled by program Units: Unitless Factor applied to the minor design moment in the interaction equations. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: Fy Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The steel yield stress for the design section. Table: Steel Design 2 - PMM Details - Eurocode 3-2005 Field: XLMinor Page 2368 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: E Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The modulus of elasticity for the design section. Field: Length Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The total length of the frame object (not clear length). Field: MajAxisAng Field is Imported: No Format: Angles (Structure Dimensions section of form) Units: Degrees The angle measured counterclockwise from the local 3-axis to the major axis. Field: RLLF Field is Imported: No Format: Controlled by program Units: Unitless The reduced live load factor. A reducible live load is multiplied by this factor to obtain the reduced live load for the frame object. Field: SectClass Field is Imported: No Format: Controlled by program Units: Text This is either Class 1, Class 2, Class 3, Class 4 or Too Slender indicating the classification of the section. Field: FramingType Field is Imported: No Format: Controlled by program Units: Text The framing type. This is either Moment Frame or Braced Frame. This item is used for ductility considerations in the design. Table: Steel Design 2 - PMM Details - Eurocode 3-2005 Field: E Page 2369 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Design 2 - PMM Details - Indian IS:800-1998 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'Overstressed', 'See ErrMsg', 'See WarnMsg', 'See ErrMsg and WarnMsg', or 'Overstressed and See WarnMsg' indicating the design status. Table: Steel Design 2 - PMM Details - Indian IS:800-1998 Field: ErrMsg Page 2370 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Combo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the PMM details are reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: Location Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: P Field is Imported: No Format: Force (Forces section of form) Units: Force The axial load for the specified combo. Field: MMajor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The major bending moment for the specified combo. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: MMinor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The minor bending moment for the specified combo. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Steel Design 2 - PMM Details - Indian IS:800-1998 Field: Combo Page 2371 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VMajor Field is Imported: No Format: Force (Forces section of form) Units: Force The major shear for the specified combo. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: VMinor Field is Imported: No Format: Force (Forces section of form) Units: Force The minor shear for the specified combo. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: T Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The torsion (about the local 1-axis) for the specified combo. This item is reported for information only. It is not used in the design. Field: Equation Field is Imported: No Format: Controlled by program Units: Text The equation used to obtain the reported ratios. Field: TotalRatio Field is Imported: No Format: Controlled by program Units: Unitless The total PMM stress ratio. This ratio is the sum of the axial, major moment and minor moment stress ratio components. Table: Steel Design 2 - PMM Details - Indian IS:800-1998 Field: VMajor Page 2372 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: PRatio Field is Imported: No Format: Controlled by program Units: Unitless The axial component of the total PMM stress ratio. The total PMM stress ratio consists of the sum of the axial, major moment and minor moment components. Field: MMajRatio Field is Imported: No Format: Controlled by program Units: Unitless The major moment component of the total PMM stress ratio. The total PMM stress ratio consists of the sum of the axial, major moment and minor moment components. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: MMinRatio Field is Imported: No Format: Controlled by program Units: Unitless The minor moment component of the total PMM stress ratio. The total PMM stress ratio consists of the sum of the axial, major moment and minor moment components. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: SRLimit Field is Imported: No Format: Controlled by program Units: Unitless The stress ratio limit as specified in the preferences. Stress ratios that are less than or equal to this value are considered acceptable. Field: PDsgn Field is Imported: No Format: Force (Forces section of form) Units: Force The design axial force. Table: Steel Design 2 - PMM Details - Indian IS:800-1998 Field: PRatio Page 2373 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Sigmaa Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The design axial stress. Field: Sigmaat Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The allowable axial tensile stress. Field: Sigmaac Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The allowable axial compressive stress. Field: MMajDsgn Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The design major moment. This moment includes applicable amplification factors, if any. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: SigmaMajor Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The design major moment bending stress. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Table: Steel Design 2 - PMM Details - Indian IS:800-1998 Field: Sigmaa Page 2374 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: SigmaBCMaj Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The allowable major axis bending stress in compression. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: SigmaBTMaj Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The allowable major axis bending stress in tension. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: CmMajor Field is Imported: No Format: Controlled by program Units: Unitless Unitless factor, Cm, for major axis bending used in determining the stress ratio. It captures the effect of non-uniform moment distribution along the length. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: fcb Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 Elastic critical stress for major axis bending as calculated per section IS 6.2.4. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Table: Steel Design 2 - PMM Details - Indian IS:800-1998 Field: SigmaBCMaj Page 2375 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: FCCMajor Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 Euler stress for major axis bending stress. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: KMajor Field is Imported: No Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object local major axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the effective length for the object. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: LRatioMajor Field is Imported: No Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object major axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the unbraced length for the object. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: Psi Field is Imported: No Format: Controlled by program Units: Unitless Psi is the ratio of the total area of both flanges at the point of least bending moment to the corresponding area at the point of greatest bending moment between two bracing points. For prismatic members its value is 1.Psi is used to calculate the value of the coefficient k1 per section IS 6.2.4 and IS Table 6.3. Table: Steel Design 2 - PMM Details - Indian IS:800-1998 Field: FCCMajor Page 2376 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: K1 Field is Imported: No Format: Controlled by program Units: Unitless k1 is the coefficient to allow for reduction of fcb for nonprismatic frame members, especially when the flange area changes with the length within two bracing points. The coefficient k1 varies with the ratio Psi per section IS 6.2.4 and IS Table 6.3. Field: Omega Field is Imported: No Format: Controlled by program Units: Unitless Omega is the ratio of the moment of inertia of the compression flange alone to that of the sum of the moments of inertia of the flanges. Each moment of inertia is calculated about its own axis parallel to the 2-2 axis of the member at the point at which the stress ratio is calculated. Omega varies between 0 and 1. Omega is equal to 0.5 for doubly symmetric sections. Omega is used to calculate the value of the coefficient k2 per section IS 6.2.4 and IS Table 6.4. Field: K2 Field is Imported: No Format: Controlled by program Units: Unitless k2 is the coefficient to allow for inequality of flanges of non-symmetric frame members. The coefficient k1 varies with the ratio Omega per section IS 6.2.4 and IS Table 6.4. Field: c1 Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length c1 is the lesser distance from the section neutral axis to the extreme fiber. It is used to calculate fcb in section IS 6.2.4. Field: c2 Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length c2 is the greater distance from the section neutral axis to the extreme fiber. It is used to calculate fcb in section IS 6.2.4. Table: Steel Design 2 - PMM Details - Indian IS:800-1998 Field: K1 Page 2377 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Y Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 Y is a quantitity used to calculate fcb in section IS 6.2.4. It has the dimension of stress. Field: X Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 X is a quantitity used to calculate fcb in section IS 6.2.4. It has the dimension of stress. Field: MMinDsgn Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The design minor moment. This moment includes applicable amplification factors, if any. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: SigmaMinor Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The design minor moment bending stress. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: SigmaBCMin Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The allowable minor axis bending stress in compression. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Steel Design 2 - PMM Details - Indian IS:800-1998 Field: Y Page 2378 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: SigmaBTMin Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The allowable minor axis bending stress in tension. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: CmMinor Field is Imported: No Format: Controlled by program Units: Unitless Unitless factor, Cm, for minor axis bending used in determining the stress ratio. It captures the effect of non-uniform moment distribution along the length. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: FCCMinor Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 Euler stress for minor axis bending stress. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: KMinor Field is Imported: No Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object minor axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the effective length for the object. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Steel Design 2 - PMM Details - Indian IS:800-1998 Field: SigmaBTMin Page 2379 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: LRatioMinor Field is Imported: No Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object minor axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the unbraced length for the object. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: Fy Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The steel yield stress for the design section. Field: E Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The modulus of elasticity for the design section. Field: Length Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The total length of the frame object (not clear length). Field: MajAxisAng Field is Imported: No Format: Angles (Structure Dimensions section of form) Units: Degrees The angle measured counterclockwise from the local 3-axis to the major axis. Field: RLLF Field is Imported: No Format: Controlled by program Units: Unitless The reduced live load factor. A reducible live load is multiplied by this factor to obtain the reduced live load for the frame object. Table: Steel Design 2 - PMM Details - Indian IS:800-1998 Field: LRatioMinor Page 2380 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: SectClass Field is Imported: No Format: Controlled by program Units: Text This is either Too Slender, Slender, or Non-Slender indicating the classification of the section. Field: FramingType Field is Imported: No Format: Controlled by program Units: Text The framing type. This is either Moment Frame or Braced Frame. This item is used for ductility considerations in the design. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Design 2 - PMM Details - Italian UNI 10011 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Table: Steel Design 2 - PMM Details - Italian UNI 10011 Field: SectClass Page 2381 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'Overstressed', 'See ErrMsg', 'See WarnMsg', 'See ErrMsg and WarnMsg', or 'Overstressed and See WarnMsg' indicating the design status. Field: Combo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the PMM details are reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: Location Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: N Field is Imported: No Format: Force (Forces section of form) Units: Force The axial load for the specified combo. Field: MMajor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The major bending moment for the specified combo. Table: Steel Design 2 - PMM Details - Italian UNI 10011 Field: DesignType Page 2382 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: MMinor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The minor bending moment for the specified combo. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: VMajor Field is Imported: No Format: Force (Forces section of form) Units: Force The major shear for the specified combo. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: VMinor Field is Imported: No Format: Force (Forces section of form) Units: Force The minor shear for the specified combo. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: T Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The torsion (about the local 1-axis) for the specified combo. This item is reported for information only. It is not used in the design. Table: Steel Design 2 - PMM Details - Italian UNI 10011 Field: MMinor Page 2383 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Equation Field is Imported: No Format: Controlled by program Units: Text The equation used to obtain the reported ratios. Field: TotalRatio Field is Imported: No Format: Controlled by program Units: Unitless The total PMM stress ratio. This ratio is the sum of the axial, major moment and minor moment stress ratio components. Field: NRatio Field is Imported: No Format: Controlled by program Units: Unitless The axial component of the total PMM stress ratio. The total PMM stress ratio consists of the sum of the axial, major moment and minor moment components. Field: MMajRatio Field is Imported: No Format: Controlled by program Units: Unitless The major moment component of the total PMM stress ratio. The total PMM stress ratio consists of the sum of the axial, major moment and minor moment components. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: MMinRatio Field is Imported: No Format: Controlled by program Units: Unitless The minor moment component of the total PMM stress ratio. The total PMM stress ratio consists of the sum of the axial, major moment and minor moment components. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Steel Design 2 - PMM Details - Italian UNI 10011 Field: Equation Page 2384 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: SRLimit Field is Imported: No Format: Controlled by program Units: Unitless The stress ratio limit as specified in the preferences. Stress ratios that are less than or equal to this value are considered acceptable. Field: SigmaAdm Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 Admissible tensile stress. Field: LoadCond Field is Imported: No Format: Controlled by program Units: Unitless Load condition: 1 for combinations with no lateral load, 2 for combinations with lateral load. Field: Omega1Mod Field is Imported: No Format: Controlled by program Units: Yes/No This item is Yes or No indicating whether the 1.4 factor has been used with Omega1 (CNR 7.3.2.2.1, Table 7-VI). Field: NDsgn Field is Imported: No Format: Force (Forces section of form) Units: Force The design axial force. Field: SigmaN Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The design axial stress (N/A). Table: Steel Design 2 - PMM Details - Italian UNI 10011 Field: SRLimit Page 2385 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: SigmaC Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The allowable axial compressive stress (CNR 7.2.2.3.1, 7.2.2.3.2, Table 7-I). Field: AlphaFactor Field is Imported: No Format: Controlled by program Units: Unitless The Alpha factor used in compression curve (CNR 7.2.2.3.1, 7.2.2.3.2, Table 7-I, Table 7-II). Field: OmegaFactor Field is Imported: No Format: Controlled by program Units: Unitless The Omega amplification factor used in compression curve (CNR 7.2.2.4). Field: MMajDsgn Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The design major moment. This moment includes applicable amplification factors, if any. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: MeqMajorPMM Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length Equivalent major moment, Meq, for major axis bending used in determining the stress ratio in PMM mode. It captures the effect of non-uniform moment distribution along the length (CNR 7.4.1.1). For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Table: Steel Design 2 - PMM Details - Italian UNI 10011 Field: SigmaC Page 2386 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: MeqMajorLTB Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length Equivalent major moment, Meq, for major axis bending used in determining the stress ratio in PMM-LTB mode. It captures the effect of non-uniform moment distribution along the length (CNR 7.3.2.2.1). For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: SigmaMajor Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The design major moment bending stress (M/W). For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: NcrMajor Field is Imported: No Format: Force (Forces section of form) Units: Force Euler critical axial capacity for major axis bending (CNR 7.4.1, Table 7.4.1). For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: KMajor Field is Imported: No Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object minor axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the effective length for the object. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Steel Design 2 - PMM Details - Italian UNI 10011 Field: MeqMajorLTB Page 2387 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: LRatioMajor Field is Imported: No Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object minor axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the unbraced length for the object. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: Omega1 Field is Imported: No Format: Controlled by program Units: Unitless Unitless factor, Omega1, used in determining the stress ratio (CNR 7.3.2.2.1, Table 7-VI). Field: MMinDsgn Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The design minor moment. This moment includes applicable amplification factors, if any. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: MeqMinorPMM Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length Equivalent minor moment, Meq, for major axis bending used in determining the stress ratio in PMM mode. It captures the effect of non-uniform moment distribution along the length (CNR 7.4.1.1). For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Steel Design 2 - PMM Details - Italian UNI 10011 Field: LRatioMajor Page 2388 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: MeqMinorLTB Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length Equivalent minor moment, Meq, for major axis bending used in determining the stress ratio in PMM-LTB mode. It captures the effect of non-uniform moment distribution along the length (CNR 7.3.2.2.1). For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: SigmaMinor Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The design minor moment bending stress (M/W). For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: NcrMinor Field is Imported: No Format: Force (Forces section of form) Units: Force Euler critical axial capacity for minor axis bending (CNR 7.4.1, Table 7.4.1). For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: KMinor Field is Imported: No Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object minor axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the effective length for the object. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Steel Design 2 - PMM Details - Italian UNI 10011 Field: MeqMinorLTB Page 2389 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: LRatioMinor Field is Imported: No Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object minor axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the unbraced length for the object. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: Fy Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The steel yield stress for the design section. Field: E Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The modulus of elasticity for the design section. Field: Length Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The total length of the frame object (not clear length). Field: MajAxisAng Field is Imported: No Format: Angles (Structure Dimensions section of form) Units: Degrees The angle measured counterclockwise from the local 3-axis to the major axis. Field: RLLF Field is Imported: No Format: Controlled by program Units: Unitless The reduced live load factor. A reducible live load is multiplied by this factor to obtain the reduced live load for the frame object. Table: Steel Design 2 - PMM Details - Italian UNI 10011 Field: LRatioMinor Page 2390 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: FramingType Field is Imported: No Format: Controlled by program Units: Text The framing type. This is either Sway Frame or Nonsway Frame. This item is used for ductility considerations in the design. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Design 2 - PMM Details - UBC97-ASD Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Table: Steel Design 2 - PMM Details - UBC97-ASD Field: FramingType Page 2391 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'Overstressed', 'See ErrMsg', 'See WarnMsg', 'See ErrMsg and WarnMsg', or 'Overstressed and See WarnMsg' indicating the design status. Field: Combo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the PMM details are reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: Location Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: P Field is Imported: No Format: Force (Forces section of form) Units: Force The axial load for the specified combo. Field: MMajor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The major bending moment for the specified combo. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Table: Steel Design 2 - PMM Details - UBC97-ASD Field: Status Page 2392 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: MMinor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The minor bending moment for the specified combo. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: VMajor Field is Imported: No Format: Force (Forces section of form) Units: Force The major shear for the specified combo. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: VMinor Field is Imported: No Format: Force (Forces section of form) Units: Force The minor shear for the specified combo. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: T Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The torsion (about the local 1-axis) for the specified combo. This item is reported for information only. It is not used in the design. Field: Equation Field is Imported: No Format: Controlled by program Units: Text The equation used to obtain the reported ratios. Table: Steel Design 2 - PMM Details - UBC97-ASD Field: MMinor Page 2393 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: TotalRatio Field is Imported: No Format: Controlled by program Units: Unitless The total PMM stress ratio. This ratio is the sum of the axial, major moment and minor moment stress ratio components. Field: PRatio Field is Imported: No Format: Controlled by program Units: Unitless The axial component of the total PMM stress ratio. The total PMM stress ratio consists of the sum of the axial, major moment and minor moment components. Field: MMajRatio Field is Imported: No Format: Controlled by program Units: Unitless The major moment component of the total PMM stress ratio. The total PMM stress ratio consists of the sum of the axial, major moment and minor moment components. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: MMinRatio Field is Imported: No Format: Controlled by program Units: Unitless The minor moment component of the total PMM stress ratio. The total PMM stress ratio consists of the sum of the axial, major moment and minor moment components. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: SRLimit Field is Imported: No Format: Controlled by program Units: Unitless The stress ratio limit as specified in the preferences. Stress ratios that are less than or equal to this value are considered acceptable. Table: Steel Design 2 - PMM Details - UBC97-ASD Field: TotalRatio Page 2394 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: PDsgn Field is Imported: No Format: Force (Forces section of form) Units: Force The design axial force. Field: ffa Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The design axial stress. Field: Fa Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The allowable axial compressive stress. Field: Ft Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The allowable axial tensile stress. Field: MMajDsgn Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The design major moment. This moment includes applicable amplification factors, if any. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: ffbMajor Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The design major moment bending stress. Table: Steel Design 2 - PMM Details - UBC97-ASD Field: PDsgn Page 2395 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: FbMajor Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The allowable major axis bending stress. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: FeMajor Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 Euler stress for major axis bending stress divided by a factor of safety. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: CmMajor Field is Imported: No Format: Controlled by program Units: Unitless Unitless factor, Cm, for major axis bending used in determining the stress ratio. It captures the effect of non-uniform moment distribution along the length. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: XKMajor Field is Imported: No Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object local major axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the effective length for the object. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Table: Steel Design 2 - PMM Details - UBC97-ASD Field: FbMajor Page 2396 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: XLMajor Field is Imported: No Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object major axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the unbraced length for the object. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: Cb Field is Imported: No Format: Controlled by program Units: Unitless Unitless factor, Cb, used in determining the allowable bending stress. Field: MMinDsgn Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The design minor moment. This moment includes applicable amplification factors, if any. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: ffbMinor Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The design minor moment bending stress. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: FbMinor Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The allowable minor axis bending stress. Table: Steel Design 2 - PMM Details - UBC97-ASD Field: XLMajor Page 2397 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: FeMinor Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 Euler stress for minor axis bending stress divided by a factor of safety. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: CmMinor Field is Imported: No Format: Controlled by program Units: Unitless Unitless factor, Cm, for minor axis bending used in determining the stress ratio. It captures the effect of non-uniform moment distribution along the length. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: XKMinor Field is Imported: No Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object minor axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the effective length for the object. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: XLMinor Field is Imported: No Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object minor axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the unbraced length for the object. Table: Steel Design 2 - PMM Details - UBC97-ASD Field: FeMinor Page 2398 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: Fy Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The steel yield stress for the design section. Field: E Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The modulus of elasticity for the design section. Field: Length Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The total length of the frame object (not clear length). Field: MajAxisAng Field is Imported: No Format: Angles (Structure Dimensions section of form) Units: Degrees The angle measured counterclockwise from the local 3-axis to the major axis. Field: RLLF Field is Imported: No Format: Controlled by program Units: Unitless The reduced live load factor. A reducible live load is multiplied by this factor to obtain the reduced live load for the frame object. Field: SectClass Field is Imported: No Format: Controlled by program Units: Text This is either Compact, Non-Compact, Slender, Too Slender or Seismic indicating the classification of the section. Table: Steel Design 2 - PMM Details - UBC97-ASD Field: Fy Page 2399 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: FramingType Field is Imported: No Format: Controlled by program Units: Text The framing type. This is either Ordinary MRF, Special MRF, Braced Frame, Special CBF or Eccentric BF. MRF is short for Moment Resisting Frame. CBF is short for Concentric Braced Frame. BF is short for Braced Frame. This item is used for ductility considerations in the design. Field: SeisZone Field is Imported: No Format: Controlled by program Units: Text The seismic zone. This is either Zone 0, Zone 1, Zone 2, Zone 3 or Zone 4. Field: Omega0 Field is Imported: No Format: Controlled by program Units: Unitless Omega0 factor that is related to seismic force and ductility. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Design 2 - PMM Details - UBC97-ASD Field: FramingType Page 2400 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Steel Design 2 - PMM Details - UBC97-LRFD Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'Overstressed', 'See ErrMsg', 'See WarnMsg', 'See ErrMsg and WarnMsg', or 'Overstressed and See WarnMsg' indicating the design status. Field: Combo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the PMM details are reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Table: Steel Design 2 - PMM Details - UBC97-LRFD Field: Frame Page 2401 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Location Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: Pu Field is Imported: No Format: Force (Forces section of form) Units: Force The factored axial load for the specified combo. Field: MuMajor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The factored major bending moment for the specified combo. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: MuMinor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The factored minor bending moment for the specified combo. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: VuMajor Field is Imported: No Format: Force (Forces section of form) Units: Force The factored major shear for the specified combo. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Table: Steel Design 2 - PMM Details - UBC97-LRFD Field: Location Page 2402 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VuMinor Field is Imported: No Format: Force (Forces section of form) Units: Force The factored minor shear for the specified combo. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: Tu Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The factored torsion (about the local 1-axis) for the specified combo. This item is reported for information only. It is not used in the design. Field: Equation Field is Imported: No Format: Controlled by program Units: Text The equation used to obtain the reported ratios. Field: TotalRatio Field is Imported: No Format: Controlled by program Units: Unitless The total PMM stress ratio. This ratio is the sum of the axial, major moment and minor moment stress ratio components. Field: PRatio Field is Imported: No Format: Controlled by program Units: Unitless The axial component of the total PMM stress ratio. The total PMM stress ratio consists of the sum of the axial, major moment and minor moment components. Table: Steel Design 2 - PMM Details - UBC97-LRFD Field: VuMinor Page 2403 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: MMajRatio Field is Imported: No Format: Controlled by program Units: Unitless The major moment component of the total PMM stress ratio. The total PMM stress ratio consists of the sum of the axial, major moment and minor moment components. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: MMinRatio Field is Imported: No Format: Controlled by program Units: Unitless The minor moment component of the total PMM stress ratio. The total PMM stress ratio consists of the sum of the axial, major moment and minor moment components. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: SRLimit Field is Imported: No Format: Controlled by program Units: Unitless The stress ratio limit as specified in the preferences. Stress ratios that are less than or equal to this value are considered acceptable. Field: PuDsgn Field is Imported: No Format: Force (Forces section of form) Units: Force The design factored axial force. Field: PhiPnc Field is Imported: No Format: Force (Forces section of form) Units: Force The axial compressive force capacity. Table: Steel Design 2 - PMM Details - UBC97-LRFD Field: MMajRatio Page 2404 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: PhiPnt Field is Imported: No Format: Force (Forces section of form) Units: Force The axial tensile force capacity. Field: MuMajDsgn Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The design factored major moment. This moment includes applicable amplification factors, if any. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: PhiMnMaj Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The major axis bending moment capacity. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: CmMajor Field is Imported: No Format: Controlled by program Units: Unitless Unitless factor, Cm, for major axis bending used in determining the stress ratio. It captures the effect of non-uniform moment distribution along the length. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: B1Major Field is Imported: No Format: Controlled by program Units: Unitless Unitless moment magnification factor for non-sway major-axis bending moment. Nonsway moments are assumed to be those resulting from dead and live loads. Table: Steel Design 2 - PMM Details - UBC97-LRFD Field: PhiPnt Page 2405 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: B2Major Field is Imported: No Format: Controlled by program Units: Unitless Unitless moment magnification factor for sway major-axis bending moment. Sway moments are assumed to be those resulting from all loads except dead and live loads. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: XKMajor Field is Imported: No Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object local major axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the effective length for the object. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: XLMajor Field is Imported: No Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object major axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the unbraced length for the object. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: Cb Field is Imported: No Format: Controlled by program Units: Unitless Unitless factor, Cb, used in determining the allowable bending stress. Table: Steel Design 2 - PMM Details - UBC97-LRFD Field: B2Major Page 2406 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: MuMinDsgn Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The design factored minor moment. This moment includes applicable amplification factors, if any. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: PhiMnMin Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The minor axis bending moment capacity. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: CmMinor Field is Imported: No Format: Controlled by program Units: Unitless Unitless factor, Cm, for minor axis bending used in determining the stress ratio. It captures the effect of non-uniform moment distribution along the length. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: B1Minor Field is Imported: No Format: Controlled by program Units: Unitless Unitless moment magnification factor for non-sway minor-axis bending moment. Nonsway moments are assumed to be those resulting from dead and live loads. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Steel Design 2 - PMM Details - UBC97-LRFD Field: MuMinDsgn Page 2407 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: B2Minor Field is Imported: No Format: Controlled by program Units: Unitless Unitless moment magnification factor for sway minor-axis bending moment. Sway moments are assumed to be those resulting from all loads except dead and live loads. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: XKMinor Field is Imported: No Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object minor axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the effective length for the object. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: XLMinor Field is Imported: No Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object minor axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the unbraced length for the object. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: Fy Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The steel yield stress for the design section. Table: Steel Design 2 - PMM Details - UBC97-LRFD Field: B2Minor Page 2408 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: E Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The modulus of elasticity for the design section. Field: Length Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The total length of the frame object (not clear length). Field: MajAxisAng Field is Imported: No Format: Angles (Structure Dimensions section of form) Units: Degrees The angle measured counterclockwise from the local 3-axis to the major axis. Field: RLLF Field is Imported: No Format: Controlled by program Units: Unitless The reduced live load factor. A reducible live load is multiplied by this factor to obtain the reduced live load for the frame object. Field: SectClass Field is Imported: No Format: Controlled by program Units: Text This is either Compact, Non-Compact, Slender, Too Slender or Seismic indicating the classification of the section. Field: FramingType Field is Imported: No Format: Controlled by program Units: Text The framing type. This is either Ordinary MRF, Special MRF, Braced Frame, Special CBF or Eccentric BF. MRF is short for Moment Resisting Frame. CBF is short for Concentric Braced Frame. BF is short for Braced Frame. This item is used for ductility considerations in the design. Table: Steel Design 2 - PMM Details - UBC97-LRFD Field: E Page 2409 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: SeisZone Field is Imported: No Format: Controlled by program Units: Text The seismic zone. This is either Zone 0, Zone 1, Zone 2, Zone 3 or Zone 4. Field: Omega0 Field is Imported: No Format: Controlled by program Units: Unitless Omega0 factor that is related to seismic force and ductility. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Design 3 - Shear Details - AISC360-05-IBC2006 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Table: Steel Design 3 - Shear Details - AISC360-05-IBC2006 Field: SeisZone Page 2410 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'Overstressed', 'See ErrMsg', 'See WarnMsg', 'See ErrMsg and WarnMsg', or 'Overstressed and See WarnMsg' indicating the design status. Field: VMajorCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the major shear data is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: VMajorLoc Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: VMajorRatio Field is Imported: No Format: Controlled by program Units: Unitless The major shear stress ratio. Table: Steel Design 3 - Shear Details - AISC360-05-IBC2006 Field: DesignType Page 2411 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: VrMajDsgn Field is Imported: No Format: Force (Forces section of form) Units: Force The design factored major shear. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: PhiVnMajor Field is Imported: No Format: Force (Forces section of form) Units: Force The major direction shear capacity. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: VnMajOmega Field is Imported: No Format: Force (Forces section of form) Units: Force The major direction shear capacity. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: TrMajor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The factored torsion (about the local 1-axis) for the specified VMajorCombo. This item is reported for information only. It is not used in the design. Table: Steel Design 3 - Shear Details - AISC360-05-IBC2006 Field: VrMajDsgn Page 2412 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VMinorCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the minor shear data is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: VMinorLoc Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: VMinorRatio Field is Imported: No Format: Controlled by program Units: Unitless The minor shear stress ratio. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: VrMinDsgn Field is Imported: No Format: Force (Forces section of form) Units: Force The design factored minor shear. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Steel Design 3 - Shear Details - AISC360-05-IBC2006 Field: VMinorCombo Page 2413 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: PhiVnMinor Field is Imported: No Format: Force (Forces section of form) Units: Force The minor direction shear capacity. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: VnMinOmega Field is Imported: No Format: Force (Forces section of form) Units: Force The minor direction shear capacity. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: TrMinor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The factored torsion (about the local 1-axis) for the specified VMinorCombo. This item is reported for information only. It is not used in the design. Field: DCLimit Field is Imported: No Format: Controlled by program Units: Unitless The stress ratio limit to be used for acceptability.Stress ratios that are less than or equal to this value are considered acceptable.Program determined value means it is taken from the steel preferences.Specifying 0 means the value is program determined. Field: RLLF Field is Imported: No Format: Controlled by program Units: Unitless The live load reduction factor.A reducible live load is multiplied by this factor to obtain the reduced live load for the frame object.Specifying 0 means the value is program determined. Table: Steel Design 3 - Shear Details - AISC360-05-IBC2006 Field: PhiVnMinor Page 2414 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: FramingType Field is Imported: No Format: Controlled by program Units: Text This is either"Moment Frame" or "Braced Frame". This item is used for ductility considerations in the design.Program determined value means it is taken from the steel preferences. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Design 3 - Shear Details - AISC-ASD01 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Table: Steel Design 3 - Shear Details - AISC-ASD01 Field: FramingType Page 2415 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'Overstressed', 'See ErrMsg', 'See WarnMsg', 'See ErrMsg and WarnMsg', or 'Overstressed and See WarnMsg' indicating the design status. Field: VMajorCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the major shear data is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: VMajorLoc Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: VMajor Field is Imported: No Format: Force (Forces section of form) Units: Force The major shear for the specified combo. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Table: Steel Design 3 - Shear Details - AISC-ASD01 Field: Status Page 2416 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VMajorRatio Field is Imported: No Format: Controlled by program Units: Unitless The major shear stress ratio. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: ffvMajor Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The design major shear stress. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: FvMajor Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The allowable major direction shear. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: TMajor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The torsion (about the local 1-axis) for the specified VMajorCombo. This item is reported for information only. It is not used in the design. Table: Steel Design 3 - Shear Details - AISC-ASD01 Field: VMajorRatio Page 2417 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VMinorCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the minor shear data is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: VMinorLoc Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: VMinor Field is Imported: No Format: Force (Forces section of form) Units: Force The minor shear for the specified combo. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: VMinorRatio Field is Imported: No Format: Controlled by program Units: Unitless The minor shear stress ratio. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Steel Design 3 - Shear Details - AISC-ASD01 Field: VMinorCombo Page 2418 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ffvMinor Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The design minor shear stress. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: FvMinor Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The allowable minor direction shear. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: TMinor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The torsion (about the local 1-axis) for the specified VMinorCombo. This item is reported for information only. It is not used in the design. Field: SRLimit Field is Imported: No Format: Controlled by program Units: Unitless The stress ratio limit as specified in the preferences. Stress ratios that are less than or equal to this value are considered acceptable. Field: RLLF Field is Imported: No Format: Controlled by program Units: Unitless The reduced live load factor. A reducible live load is multiplied by this factor to obtain the reduced live load for the frame object. Table: Steel Design 3 - Shear Details - AISC-ASD01 Field: ffvMinor Page 2419 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: FramingType Field is Imported: No Format: Controlled by program Units: Text The framing type. This is either Moment Frame or Braced Frame. This item is used for ductility considerations in the design. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Design 3 - Shear Details - AISC-ASD89 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Table: Steel Design 3 - Shear Details - AISC-ASD89 Field: FramingType Page 2420 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'Overstressed', 'See ErrMsg', 'See WarnMsg', 'See ErrMsg and WarnMsg', or 'Overstressed and See WarnMsg' indicating the design status. Field: VMajorCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the major shear data is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: VMajorLoc Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: VMajor Field is Imported: No Format: Force (Forces section of form) Units: Force The major shear for the specified combo. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Table: Steel Design 3 - Shear Details - AISC-ASD89 Field: Status Page 2421 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VMajorRatio Field is Imported: No Format: Controlled by program Units: Unitless The major shear stress ratio. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: ffvMajor Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The design major shear stress. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: FvMajor Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The allowable major direction shear. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: TMajor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The torsion (about the local 1-axis) for the specified VMajorCombo. This item is reported for information only. It is not used in the design. Table: Steel Design 3 - Shear Details - AISC-ASD89 Field: VMajorRatio Page 2422 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VMinorCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the minor shear data is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: VMinorLoc Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: VMinor Field is Imported: No Format: Force (Forces section of form) Units: Force The minor shear for the specified combo. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: VMinorRatio Field is Imported: No Format: Controlled by program Units: Unitless The minor shear stress ratio. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Steel Design 3 - Shear Details - AISC-ASD89 Field: VMinorCombo Page 2423 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ffvMinor Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The design minor shear stress. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: FvMinor Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The allowable minor direction shear. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: TMinor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The torsion (about the local 1-axis) for the specified VMinorCombo. This item is reported for information only. It is not used in the design. Field: SRLimit Field is Imported: No Format: Controlled by program Units: Unitless The stress ratio limit as specified in the preferences. Stress ratios that are less than or equal to this value are considered acceptable. Field: RLLF Field is Imported: No Format: Controlled by program Units: Unitless The reduced live load factor. A reducible live load is multiplied by this factor to obtain the reduced live load for the frame object. Table: Steel Design 3 - Shear Details - AISC-ASD89 Field: ffvMinor Page 2424 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: FramingType Field is Imported: No Format: Controlled by program Units: Text The framing type. This is either Moment Frame or Braced Frame. This item is used for ductility considerations in the design. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Design 3 - Shear Details - AISC-LRFD93 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Table: Steel Design 3 - Shear Details - AISC-LRFD93 Field: FramingType Page 2425 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'Overstressed', 'See ErrMsg', 'See WarnMsg', 'See ErrMsg and WarnMsg', or 'Overstressed and See WarnMsg' indicating the design status. Field: VMajorCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the major shear data is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: VMajorLoc Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: VMajorRatio Field is Imported: No Format: Controlled by program Units: Unitless The major shear stress ratio. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Table: Steel Design 3 - Shear Details - AISC-LRFD93 Field: Status Page 2426 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VuMajDsgn Field is Imported: No Format: Force (Forces section of form) Units: Force The design factored major shear. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: PhiVnMaj Field is Imported: No Format: Force (Forces section of form) Units: Force The major direction shear capacity. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: TuMajor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The factored torsion (about the local 1-axis) for the specified VMajorCombo. This item is reported for information only. It is not used in the design. Field: VMinorCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the minor shear data is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Steel Design 3 - Shear Details - AISC-LRFD93 Field: VuMajDsgn Page 2427 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VMinorLoc Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: VMinorRatio Field is Imported: No Format: Controlled by program Units: Unitless The minor shear stress ratio. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: VuMinDsgn Field is Imported: No Format: Force (Forces section of form) Units: Force The design factored minor shear. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: PhiVnMin Field is Imported: No Format: Force (Forces section of form) Units: Force The minor direction shear capacity. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Steel Design 3 - Shear Details - AISC-LRFD93 Field: VMinorLoc Page 2428 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: TuMinor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The factored torsion (about the local 1-axis) for the specified VMinorCombo. This item is reported for information only. It is not used in the design. Field: SRLimit Field is Imported: No Format: Controlled by program Units: Unitless The stress ratio limit as specified in the preferences. Stress ratios that are less than or equal to this value are considered acceptable. Field: RLLF Field is Imported: No Format: Controlled by program Units: Unitless The reduced live load factor. A reducible live load is multiplied by this factor to obtain the reduced live load for the frame object. Field: FramingType Field is Imported: No Format: Controlled by program Units: Text The framing type. This is either Moment Frame or Braced Frame. This item is used for ductility considerations in the design. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Design 3 - Shear Details - AISC-LRFD93 Field: TuMinor Page 2429 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Steel Design 3 - Shear Details - AISC-LRFD99 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'Overstressed', 'See ErrMsg', 'See WarnMsg', 'See ErrMsg and WarnMsg', or 'Overstressed and See WarnMsg' indicating the design status. Field: VMajorCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the major shear data is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Table: Steel Design 3 - Shear Details - AISC-LRFD99 Field: Frame Page 2430 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VMajorLoc Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: VMajorRatio Field is Imported: No Format: Controlled by program Units: Unitless The major shear stress ratio. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: VuMajDsgn Field is Imported: No Format: Force (Forces section of form) Units: Force The design factored major shear. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: PhiVnMaj Field is Imported: No Format: Force (Forces section of form) Units: Force The major direction shear capacity. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Table: Steel Design 3 - Shear Details - AISC-LRFD99 Field: VMajorLoc Page 2431 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: TuMajor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The factored torsion (about the local 1-axis) for the specified VMajorCombo. This item is reported for information only. It is not used in the design. Field: VMinorCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the minor shear data is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: VMinorLoc Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: VMinorRatio Field is Imported: No Format: Controlled by program Units: Unitless The minor shear stress ratio. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Steel Design 3 - Shear Details - AISC-LRFD99 Field: TuMajor Page 2432 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VuMinDsgn Field is Imported: No Format: Force (Forces section of form) Units: Force The design factored minor shear. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: PhiVnMin Field is Imported: No Format: Force (Forces section of form) Units: Force The minor direction shear capacity. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: TuMinor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The factored torsion (about the local 1-axis) for the specified VMinorCombo. This item is reported for information only. It is not used in the design. Field: SRLimit Field is Imported: No Format: Controlled by program Units: Unitless The stress ratio limit as specified in the preferences. Stress ratios that are less than or equal to this value are considered acceptable. Field: RLLF Field is Imported: No Format: Controlled by program Units: Unitless The reduced live load factor. A reducible live load is multiplied by this factor to obtain the reduced live load for the frame object. Table: Steel Design 3 - Shear Details - AISC-LRFD99 Field: VuMinDsgn Page 2433 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: FramingType Field is Imported: No Format: Controlled by program Units: Text The framing type. This is either Moment Frame or Braced Frame. This item is used for ductility considerations in the design. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Design 3 - Shear Details - API RP2A-LRFD 97 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Table: Steel Design 3 - Shear Details - API RP2A-LRFD 97 Field: FramingType Page 2434 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'Overstressed', 'See ErrMsg', 'See WarnMsg', 'See ErrMsg and WarnMsg', or 'Overstressed and See WarnMsg' indicating the design status. Field: VMajorCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the major shear data is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: VMajorLoc Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: VMajorRatio Field is Imported: No Format: Controlled by program Units: Unitless The major shear stress ratio. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Table: Steel Design 3 - Shear Details - API RP2A-LRFD 97 Field: Status Page 2435 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VuMajDsgn Field is Imported: No Format: Force (Forces section of form) Units: Force The design factored major shear. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: PhiVnMaj Field is Imported: No Format: Force (Forces section of form) Units: Force The major direction shear capacity. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: TuMajor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The factored torsion (about the local 1-axis) for the specified VMajorCombo. This item is reported for information only. It is not used in the design. Field: VMinorCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the minor shear data is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Steel Design 3 - Shear Details - API RP2A-LRFD 97 Field: VuMajDsgn Page 2436 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VMinorLoc Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: VMinorRatio Field is Imported: No Format: Controlled by program Units: Unitless The minor shear stress ratio. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: VuMinDsgn Field is Imported: No Format: Force (Forces section of form) Units: Force The design factored minor shear. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: PhiVnMin Field is Imported: No Format: Force (Forces section of form) Units: Force The minor direction shear capacity. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Steel Design 3 - Shear Details - API RP2A-LRFD 97 Field: VMinorLoc Page 2437 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: TuMinor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The factored torsion (about the local 1-axis) for the specified VMinorCombo. This item is reported for information only. It is not used in the design. Field: SRLimit Field is Imported: No Format: Controlled by program Units: Unitless The stress ratio limit as specified in the preferences. Stress ratios that are less than or equal to this value are considered acceptable. Field: RLLF Field is Imported: No Format: Controlled by program Units: Unitless The reduced live load factor. A reducible live load is multiplied by this factor to obtain the reduced live load for the frame object. Field: FramingType Field is Imported: No Format: Controlled by program Units: Text The framing type. This is either Moment Frame or Braced Frame. This item is used for ductility considerations in the design. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Design 3 - Shear Details - API RP2A-LRFD 97 Field: TuMinor Page 2438 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Steel Design 3 - Shear Details - API RP2A-WSD2000 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'Overstressed', 'See ErrMsg', 'See WarnMsg', 'See ErrMsg and WarnMsg', or 'Overstressed and See WarnMsg' indicating the design status. Field: VMajorCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the major shear data is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Table: Steel Design 3 - Shear Details - API RP2A-WSD2000 Field: Frame Page 2439 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VMajorLoc Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: VMajor Field is Imported: No Format: Force (Forces section of form) Units: Force The major shear for the specified combo. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: VMajorRatio Field is Imported: No Format: Controlled by program Units: Unitless The major shear stress ratio. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: ffvMajor Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The design major shear stress. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Table: Steel Design 3 - Shear Details - API RP2A-WSD2000 Field: VMajorLoc Page 2440 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: FvMajor Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The allowable major direction shear. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: TMajor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The torsion (about the local 1-axis) for the specified VMajorCombo. This item is reported for information only. It is not used in the design. Field: VMinorCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the minor shear data is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: VMinorLoc Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Table: Steel Design 3 - Shear Details - API RP2A-WSD2000 Field: FvMajor Page 2441 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VMinor Field is Imported: No Format: Force (Forces section of form) Units: Force The minor shear for the specified combo. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: VMinorRatio Field is Imported: No Format: Controlled by program Units: Unitless The minor shear stress ratio. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: ffvMinor Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The design minor shear stress. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: FvMinor Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The allowable minor direction shear. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Steel Design 3 - Shear Details - API RP2A-WSD2000 Field: VMinor Page 2442 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: TMinor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The torsion (about the local 1-axis) for the specified VMinorCombo. This item is reported for information only. It is not used in the design. Field: SRLimit Field is Imported: No Format: Controlled by program Units: Unitless The stress ratio limit as specified in the preferences. Stress ratios that are less than or equal to this value are considered acceptable. Field: RLLF Field is Imported: No Format: Controlled by program Units: Unitless The reduced live load factor. A reducible live load is multiplied by this factor to obtain the reduced live load for the frame object. Field: FramingType Field is Imported: No Format: Controlled by program Units: Text The framing type. This is either Moment Frame or Braced Frame. This item is used for ductility considerations in the design. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Design 3 - Shear Details - API RP2A-WSD2000 Field: TMinor Page 2443 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Steel Design 3 - Shear Details - ASCE 10-97 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'Overstressed', 'See ErrMsg', 'See WarnMsg', 'See ErrMsg and WarnMsg', or 'Overstressed and See WarnMsg' indicating the design status. Field: VMajorCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the major shear data is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Table: Steel Design 3 - Shear Details - ASCE 10-97 Field: Frame Page 2444 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VMajorLoc Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: VuMajor Field is Imported: No Format: Force (Forces section of form) Units: Force The factored major shear for the specified combo. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: VMajorRatio Field is Imported: No Format: Controlled by program Units: Unitless The major shear stress ratio. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: ffvMajor Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The design major shear stress. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Table: Steel Design 3 - Shear Details - ASCE 10-97 Field: VMajorLoc Page 2445 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: FvMajor Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The allowable major direction shear. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: TuMajor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The factored torsion (about the local 1-axis) for the specified VMajorCombo. This item is reported for information only. It is not used in the design. Field: VMinorCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the minor shear data is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: VMinorLoc Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Table: Steel Design 3 - Shear Details - ASCE 10-97 Field: FvMajor Page 2446 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VuMinor Field is Imported: No Format: Force (Forces section of form) Units: Force The factored minor shear for the specified combo. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: VMinorRatio Field is Imported: No Format: Controlled by program Units: Unitless The minor shear stress ratio. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: ffvMinor Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The design minor shear stress. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: FvMinor Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The allowable minor direction shear. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Steel Design 3 - Shear Details - ASCE 10-97 Field: VuMinor Page 2447 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: TuMinor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The factored torsion (about the local 1-axis) for the specified VMinorCombo. This item is reported for information only. It is not used in the design. Field: SRLimit Field is Imported: No Format: Controlled by program Units: Unitless The stress ratio limit as specified in the preferences. Stress ratios that are less than or equal to this value are considered acceptable. Field: RLLF Field is Imported: No Format: Controlled by program Units: Unitless The reduced live load factor. A reducible live load is multiplied by this factor to obtain the reduced live load for the frame object. Field: FramingType Field is Imported: No Format: Controlled by program Units: Text The framing type. This is either Moment Frame or Braced Frame. This item is used for ductility considerations in the design. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Design 3 - Shear Details - ASCE 10-97 Field: TuMinor Page 2448 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Steel Design 3 - Shear Details for Angles - ASCE 10-97 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'Overstressed', 'See ErrMsg', 'See WarnMsg', 'See ErrMsg and WarnMsg', or 'Overstressed and See WarnMsg' indicating the design status. Field: VMajorCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the major shear data is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Table: Steel Design 3 - Shear Details for Angles - ASCE 10-97 Field: Frame Page 2449 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VMajorLoc Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: VuMajor Field is Imported: No Format: Force (Forces section of form) Units: Force The factored major shear for the specified combo. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: TuMajor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The factored torsion (about the local 1-axis) for the specified VMajorCombo. This item is used for design. Field: VMajorRatio Field is Imported: No Format: Controlled by program Units: Unitless The major shear stress ratio. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: fvTotalMaj Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The total design major shear stress. This stress is calculated by summing the stresses due to major shear and torsion. Table: Steel Design 3 - Shear Details for Angles - ASCE 10-97 Field: VMajorLoc Page 2450 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: fvShearMaj Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The design major shear stress not including the effects of torsion. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: fvTorsMaj Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The shear stress in the major direction due to torsion. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: FvMajor Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The allowable major direction shear. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: VMinorCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the minor shear data is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). Table: Steel Design 3 - Shear Details for Angles - ASCE 10-97 Field: fvShearMaj Page 2451 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: VMinorLoc Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: VuMinor Field is Imported: No Format: Force (Forces section of form) Units: Force The factored minor shear for the specified combo. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: TuMinor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The factored torsion (about the local 1-axis) for the specified VMinorCombo. This item is used for design. Field: VMinorRatio Field is Imported: No Format: Controlled by program Units: Unitless The minor shear stress ratio. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Steel Design 3 - Shear Details for Angles - ASCE 10-97 Field: VMinorLoc Page 2452 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: fvTotalMin Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The total design minor shear stress. This stress is calculated by summing the stresses due to minor shear and torsion. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: fvShearMin Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The design minor shear stress not including the effects of torsion. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: fvTorsMin Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The shear stress in the minor direction due to torsion. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: FvMinor Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The allowable minor direction shear. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Steel Design 3 - Shear Details for Angles - ASCE 10-97 Field: fvTotalMin Page 2453 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: SRLimit Field is Imported: No Format: Controlled by program Units: Unitless The stress ratio limit as specified in the preferences. Stress ratios that are less than or equal to this value are considered acceptable. Field: RLLF Field is Imported: No Format: Controlled by program Units: Unitless The reduced live load factor. A reducible live load is multiplied by this factor to obtain the reduced live load for the frame object. Field: FramingType Field is Imported: No Format: Controlled by program Units: Text The framing type. This is either Moment Frame or Braced Frame. This item is used for ductility considerations in the design. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Design 3 - Shear Details for Angles - ASCE 10-97 Field: SRLimit Page 2454 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Steel Design 3 - Shear Details - BS5950 2000 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'Overstressed', 'See ErrMsg', 'See WarnMsg', 'See ErrMsg and WarnMsg', or 'Overstressed and See WarnMsg' indicating the design status. Field: VMajorCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the major shear data is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Table: Steel Design 3 - Shear Details - BS5950 2000 Field: Frame Page 2455 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VMajorLoc Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: VMajorRatio Field is Imported: No Format: Controlled by program Units: Unitless The major shear stress ratio. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: FvMajDsgn Field is Imported: No Format: Force (Forces section of form) Units: Force The design factored major shear. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: PvMajor Field is Imported: No Format: Force (Forces section of form) Units: Force The major direction shear capacity. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Table: Steel Design 3 - Shear Details - BS5950 2000 Field: VMajorLoc Page 2456 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: TuMajor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The factored torsion (about the local 1-axis) for the specified VMajorCombo. This item is reported for information only. It is not used in the design. Field: VMinorCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the minor shear data is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: VMinorLoc Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: VMinorRatio Field is Imported: No Format: Controlled by program Units: Unitless The minor shear stress ratio. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Steel Design 3 - Shear Details - BS5950 2000 Field: TuMajor Page 2457 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: FvMinDsgn Field is Imported: No Format: Force (Forces section of form) Units: Force The design factored minor shear. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: PvMinor Field is Imported: No Format: Force (Forces section of form) Units: Force The minor direction shear capacity. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: TuMinor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The factored torsion (about the local 1-axis) for the specified VMinorCombo. This item is reported for information only. It is not used in the design. Field: SRLimit Field is Imported: No Format: Controlled by program Units: Unitless The stress ratio limit as specified in the preferences. Stress ratios that are less than or equal to this value are considered acceptable. Field: RLLF Field is Imported: No Format: Controlled by program Units: Unitless The reduced live load factor. A reducible live load is multiplied by this factor to obtain the reduced live load for the frame object. Table: Steel Design 3 - Shear Details - BS5950 2000 Field: FvMinDsgn Page 2458 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: FramingType Field is Imported: No Format: Controlled by program Units: Text The framing type. This is either Moment Frame or Braced Frame. This item is used for ductility considerations in the design. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Design 3 - Shear Details - BS5950 90 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Table: Steel Design 3 - Shear Details - BS5950 90 Field: FramingType Page 2459 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'Overstressed', 'See ErrMsg', 'See WarnMsg', 'See ErrMsg and WarnMsg', or 'Overstressed and See WarnMsg' indicating the design status. Field: VMajorCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the major shear data is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: VMajorLoc Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: VMajorRatio Field is Imported: No Format: Controlled by program Units: Unitless The major shear stress ratio. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Table: Steel Design 3 - Shear Details - BS5950 90 Field: Status Page 2460 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: FvMajDsgn Field is Imported: No Format: Force (Forces section of form) Units: Force The design factored major shear. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: PvMajor Field is Imported: No Format: Force (Forces section of form) Units: Force The major direction shear capacity. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: TuMajor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The factored torsion (about the local 1-axis) for the specified VMajorCombo. This item is reported for information only. It is not used in the design. Field: VMinorCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the minor shear data is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Steel Design 3 - Shear Details - BS5950 90 Field: FvMajDsgn Page 2461 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VMinorLoc Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: VMinorRatio Field is Imported: No Format: Controlled by program Units: Unitless The minor shear stress ratio. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: FvMinDsgn Field is Imported: No Format: Force (Forces section of form) Units: Force The design factored minor shear. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: PvMinor Field is Imported: No Format: Force (Forces section of form) Units: Force The minor direction shear capacity. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Steel Design 3 - Shear Details - BS5950 90 Field: VMinorLoc Page 2462 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: TuMinor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The factored torsion (about the local 1-axis) for the specified VMinorCombo. This item is reported for information only. It is not used in the design. Field: SRLimit Field is Imported: No Format: Controlled by program Units: Unitless The stress ratio limit as specified in the preferences. Stress ratios that are less than or equal to this value are considered acceptable. Field: RLLF Field is Imported: No Format: Controlled by program Units: Unitless The reduced live load factor. A reducible live load is multiplied by this factor to obtain the reduced live load for the frame object. Field: FramingType Field is Imported: No Format: Controlled by program Units: Text The framing type. This is either Moment Frame or Braced Frame. This item is used for ductility considerations in the design. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Design 3 - Shear Details - BS5950 90 Field: TuMinor Page 2463 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Steel Design 3 - Shear Details - Chinese 2002 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'Overstressed', 'See ErrMsg', 'See WarnMsg', 'See ErrMsg and WarnMsg', or 'Overstressed and See WarnMsg' indicating the design status. Field: fy Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The steel yield stress for the design section. Field: fv Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The allowable shear stress for the design section. Table: Steel Design 3 - Shear Details - Chinese 2002 Field: Frame Page 2464 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VMajorCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the major shear data is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: VMajorLoc Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: V2Major Field is Imported: No Format: Force (Forces section of form) Units: Force This is the V2 shear force associated with the critical shear stress in the major direction of the shear stress (along 2 axis), TauMajor, at its point of maximum occurrence. There will be an associated V3 and T with V2. However, the stress due to torsion is ignored. Field: V3Major Field is Imported: No Format: Force (Forces section of form) Units: Force This is the V3 shear force associated with the critical shear stress in the major direction of the shear stress (along 2 axis), TauMajor, at its point of maximum occurrence. There will be an associated V2 and T with V3. However, the stress due to torsion is ignored. Table: Steel Design 3 - Shear Details - Chinese 2002 Field: VMajorCombo Page 2465 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: FictMajor Field is Imported: No Format: Controlled by program Units: Yes/No This item is Yes or No indicating whether the governing shear force for critical shear stress in the major direction (stress along axis 2) is the fictitious shear or not. Field: TauMajor Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 This is the critical shear stress at a location of the section where maximum shear stress occurs in the major direction of the shear stress (along 2 axis). The effect of V2 and V3 are considered. However, the stress due to torsion is ignored in calculating this stress. Field: VMajorRatio Field is Imported: No Format: Controlled by program Units: Unitless The major shear stress ratio. Field: VMinorCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the minor shear data is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: VMinorLoc Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Table: Steel Design 3 - Shear Details - Chinese 2002 Field: FictMajor Page 2466 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: V2Minor Field is Imported: No Format: Force (Forces section of form) Units: Force This is the V2 shear force associated with the critical shear stress in the minor direction of the shear stress (along 3 axis), TauMinor, at its point of maximum occurrence. There will be an associated V3 and T with V2. However, the stress due to torsion is ignored. Field: V3Minor Field is Imported: No Format: Force (Forces section of form) Units: Force This is the V3 shear force associated with the critical shear stress in the minor direction of the shear stress (along 3 axis), TauMinor, at its point of maximum occurrence. There will be an associated V2 and T with V3. However, the stress due to torsion is ignored. Field: FictMinor Field is Imported: No Format: Controlled by program Units: Yes/No This item is Yes or No indicating whether the governing shear force for critical shear stress in the minor direction (stress along axis 3) is the fictitious shear or not. Field: TauMinor Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 This is the critical shear stress at a location of the section where maximum shear stress occurs in the minor direction of the shear stress (along 3 axis). The effect of V2 and V3 are considered. However, the stress due to torsion is ignored in calculating this stress. Field: VMinorRatio Field is Imported: No Format: Controlled by program Units: Unitless The minor shear stress ratio. Field: T Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The factored torsion (about the local 1-axis). This item is reported for information only. It is not used in the design. Table: Steel Design 3 - Shear Details - Chinese 2002 Field: V2Minor Page 2467 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: SRLimit Field is Imported: No Format: Controlled by program Units: Unitless The stress ratio limit as specified in the preferences. Stress ratios that are less than or equal to this value are considered acceptable. Field: RLLF Field is Imported: No Format: Controlled by program Units: Unitless The reduced live load factor. A reducible live load is multiplied by this factor to obtain the reduced live load for the frame object. Field: FramingType Field is Imported: No Format: Controlled by program Units: Text The framing type. This is either Moment Frame or Braced Frame. This item is used for ductility considerations in the design. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Design 3 - Shear Details - Chinese 2002 Field: SRLimit Page 2468 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Steel Design 3 - Shear Details - CAN/CSA-S16-01 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'Overstressed', 'See ErrMsg', 'See WarnMsg', 'See ErrMsg and WarnMsg', or 'Overstressed and See WarnMsg' indicating the design status. Field: VMajorCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the major shear data is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Table: Steel Design 3 - Shear Details - CAN/CSA-S16-01 Field: Frame Page 2469 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VMajorLoc Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: VMajorRatio Field is Imported: No Format: Controlled by program Units: Unitless The major shear stress ratio. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: VfMajDsgn Field is Imported: No Format: Force (Forces section of form) Units: Force The design factored major shear. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: VrMajor Field is Imported: No Format: Force (Forces section of form) Units: Force The factored major shear resistance. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Table: Steel Design 3 - Shear Details - CAN/CSA-S16-01 Field: VMajorLoc Page 2470 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: TuMajor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The factored torsion (about the local 1-axis) for the specified VMajorCombo. This item is reported for information only. It is not used in the design. Field: VMinorCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the minor shear data is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: VMinorLoc Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: VMinorRatio Field is Imported: No Format: Controlled by program Units: Unitless The minor shear stress ratio. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Steel Design 3 - Shear Details - CAN/CSA-S16-01 Field: TuMajor Page 2471 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VfMinDsgn Field is Imported: No Format: Force (Forces section of form) Units: Force The design factored minor shear. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: VrMinor Field is Imported: No Format: Force (Forces section of form) Units: Force The factored minor shear resistance. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: TuMinor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The factored torsion (about the local 1-axis) for the specified VMinorCombo. This item is reported for information only. It is not used in the design. Field: SRLimit Field is Imported: No Format: Controlled by program Units: Unitless The stress ratio limit as specified in the preferences. Stress ratios that are less than or equal to this value are considered acceptable. Field: RLLF Field is Imported: No Format: Controlled by program Units: Unitless The reduced live load factor. A reducible live load is multiplied by this factor to obtain the reduced live load for the frame object. Table: Steel Design 3 - Shear Details - CAN/CSA-S16-01 Field: VfMinDsgn Page 2472 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: FramingType Field is Imported: No Format: Controlled by program Units: Text The framing type. This is either Moment Frame or Braced Frame. This item is used for ductility considerations in the design. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Design 3 - Shear Details - CISC 95 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Table: Steel Design 3 - Shear Details - CISC 95 Field: FramingType Page 2473 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'Overstressed', 'See ErrMsg', 'See WarnMsg', 'See ErrMsg and WarnMsg', or 'Overstressed and See WarnMsg' indicating the design status. Field: VMajorCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the major shear data is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: VMajorLoc Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: VMajorRatio Field is Imported: No Format: Controlled by program Units: Unitless The major shear stress ratio. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Table: Steel Design 3 - Shear Details - CISC 95 Field: Status Page 2474 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VfMajDsgn Field is Imported: No Format: Force (Forces section of form) Units: Force The design factored major shear. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: VrMajor Field is Imported: No Format: Force (Forces section of form) Units: Force The factored major shear resistance. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: TuMajor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The factored torsion (about the local 1-axis) for the specified VMajorCombo. This item is reported for information only. It is not used in the design. Field: VMinorCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the minor shear data is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Steel Design 3 - Shear Details - CISC 95 Field: VfMajDsgn Page 2475 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VMinorLoc Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: VMinorRatio Field is Imported: No Format: Controlled by program Units: Unitless The minor shear stress ratio. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: VfMinDsgn Field is Imported: No Format: Force (Forces section of form) Units: Force The design factored minor shear. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: VrMinor Field is Imported: No Format: Force (Forces section of form) Units: Force The factored minor shear resistance. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Steel Design 3 - Shear Details - CISC 95 Field: VMinorLoc Page 2476 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: TuMinor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The factored torsion (about the local 1-axis) for the specified VMinorCombo. This item is reported for information only. It is not used in the design. Field: SRLimit Field is Imported: No Format: Controlled by program Units: Unitless The stress ratio limit as specified in the preferences. Stress ratios that are less than or equal to this value are considered acceptable. Field: RLLF Field is Imported: No Format: Controlled by program Units: Unitless The reduced live load factor. A reducible live load is multiplied by this factor to obtain the reduced live load for the frame object. Field: FramingType Field is Imported: No Format: Controlled by program Units: Text The framing type. This is either Moment Frame or Braced Frame. This item is used for ductility considerations in the design. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Design 3 - Shear Details - CISC 95 Field: TuMinor Page 2477 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Steel Design 3 - Shear Details - EUROCODE 3-1993 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'Overstressed', 'See ErrMsg', 'See WarnMsg', 'See ErrMsg and WarnMsg', or 'Overstressed and See WarnMsg' indicating the design status. Field: VMajorCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the major shear data is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Table: Steel Design 3 - Shear Details - EUROCODE 3-1993 Field: Frame Page 2478 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VMajorLoc Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: VMajorRatio Field is Imported: No Format: Controlled by program Units: Unitless The major shear stress ratio. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: VsdMajDsgn Field is Imported: No Format: Force (Forces section of form) Units: Force The design major shear. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: VrdMajor Field is Imported: No Format: Force (Forces section of form) Units: Force The major shear resistance. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Table: Steel Design 3 - Shear Details - EUROCODE 3-1993 Field: VMajorLoc Page 2479 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: TuMajor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The factored torsion (about the local 1-axis) for the specified VMajorCombo. This item is reported for information only. It is not used in the design. Field: VMinorCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the minor shear data is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: VMinorLoc Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: VMinorRatio Field is Imported: No Format: Controlled by program Units: Unitless The minor shear stress ratio. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Steel Design 3 - Shear Details - EUROCODE 3-1993 Field: TuMajor Page 2480 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VsdMinDsgn Field is Imported: No Format: Force (Forces section of form) Units: Force The design minor shear. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: VrdMinor Field is Imported: No Format: Force (Forces section of form) Units: Force The minor shear resistance. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: TuMinor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The factored torsion (about the local 1-axis) for the specified VMinorCombo. This item is reported for information only. It is not used in the design. Field: SRLimit Field is Imported: No Format: Controlled by program Units: Unitless The stress ratio limit as specified in the preferences. Stress ratios that are less than or equal to this value are considered acceptable. Field: RLLF Field is Imported: No Format: Controlled by program Units: Unitless The reduced live load factor. A reducible live load is multiplied by this factor to obtain the reduced live load for the frame object. Table: Steel Design 3 - Shear Details - EUROCODE 3-1993 Field: VsdMinDsgn Page 2481 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: FramingType Field is Imported: No Format: Controlled by program Units: Text The framing type. This is either Moment Frame or Braced Frame. This item is used for ductility considerations in the design. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Design 3 - Shear Details - Eurocode 3-2005 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Table: Steel Design 3 - Shear Details - Eurocode 3-2005 Field: FramingType Page 2482 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'Overstressed', 'See ErrMsg', 'See WarnMsg', 'See ErrMsg and WarnMsg', or 'Overstressed and See WarnMsg' indicating the design status. Field: VMajorCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the major shear data is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: VMajorLoc Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: VMajorRatio Field is Imported: No Format: Controlled by program Units: Unitless The major shear stress ratio. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Table: Steel Design 3 - Shear Details - Eurocode 3-2005 Field: Status Page 2483 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VsdMajDsgn Field is Imported: No Format: Force (Forces section of form) Units: Force The design major shear. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: VrdMajor Field is Imported: No Format: Force (Forces section of form) Units: Force The major shear resistance. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: TuMajor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The factored torsion (about the local 1-axis) for the specified VMajorCombo. This item is reported for information only. It is not used in the design. Field: VMinorCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the minor shear data is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Steel Design 3 - Shear Details - Eurocode 3-2005 Field: VsdMajDsgn Page 2484 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VMinorLoc Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: VMinorRatio Field is Imported: No Format: Controlled by program Units: Unitless The minor shear stress ratio. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: VsdMinDsgn Field is Imported: No Format: Force (Forces section of form) Units: Force The design minor shear. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: VrdMinor Field is Imported: No Format: Force (Forces section of form) Units: Force The minor shear resistance. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Steel Design 3 - Shear Details - Eurocode 3-2005 Field: VMinorLoc Page 2485 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: TuMinor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The factored torsion (about the local 1-axis) for the specified VMinorCombo. This item is reported for information only. It is not used in the design. Field: SRLimit Field is Imported: No Format: Controlled by program Units: Unitless The stress ratio limit as specified in the preferences. Stress ratios that are less than or equal to this value are considered acceptable. Field: RLLF Field is Imported: No Format: Controlled by program Units: Unitless The reduced live load factor. A reducible live load is multiplied by this factor to obtain the reduced live load for the frame object. Field: FramingType Field is Imported: No Format: Controlled by program Units: Text The framing type. This is either Moment Frame or Braced Frame. This item is used for ductility considerations in the design. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Design 3 - Shear Details - Eurocode 3-2005 Field: TuMinor Page 2486 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Steel Design 3 - Average Shear Details - Indian IS:800-1998 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'Overstressed', 'See ErrMsg', 'See WarnMsg', 'See ErrMsg and WarnMsg', or 'Overstressed and See WarnMsg' indicating the design status. Field: VMajorCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the major shear data is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Table: Steel Design 3 - Average Shear Details - Indian IS:800-1998 Field: Frame Page 2487 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VMajorLoc Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: VMajor Field is Imported: No Format: Force (Forces section of form) Units: Force The major shear for the specified combo. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: VMajorRatio Field is Imported: No Format: Controlled by program Units: Unitless The major shear stress ratio. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: TauVacal2 Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The design major shear stress. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Table: Steel Design 3 - Average Shear Details - Indian IS:800-1998 Field: VMajorLoc Page 2488 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: TauVa2 Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The allowable major direction shear. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: TMajor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The torsion (about the local 1-axis) for the specified VMajorCombo. This item is reported for information only. It is not used in the design. Field: VMinorCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the minor shear data is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: VMinorLoc Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Table: Steel Design 3 - Average Shear Details - Indian IS:800-1998 Field: TauVa2 Page 2489 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VMinor Field is Imported: No Format: Force (Forces section of form) Units: Force The minor shear for the specified combo. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: VMinorRatio Field is Imported: No Format: Controlled by program Units: Unitless The minor shear stress ratio. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: TauVacal3 Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The design minor shear stress. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: TauVa3 Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The allowable minor direction shear. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Steel Design 3 - Average Shear Details - Indian IS:800-1998 Field: VMinor Page 2490 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: TMinor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The torsion (about the local 1-axis) for the specified VMinorCombo. This item is reported for information only. It is not used in the design. Field: SRLimit Field is Imported: No Format: Controlled by program Units: Unitless The stress ratio limit as specified in the preferences. Stress ratios that are less than or equal to this value are considered acceptable. Field: RLLF Field is Imported: No Format: Controlled by program Units: Unitless The reduced live load factor. A reducible live load is multiplied by this factor to obtain the reduced live load for the frame object. Field: FramingType Field is Imported: No Format: Controlled by program Units: Text The framing type. This is either Moment Frame or Braced Frame. This item is used for ductility considerations in the design. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Design 3 - Average Shear Details - Indian IS:800-1998 Field: TMinor Page 2491 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Steel Design 3 - Shear Details - Italian UNI 10011 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'Overstressed', 'See ErrMsg', 'See WarnMsg', 'See ErrMsg and WarnMsg', or 'Overstressed and See WarnMsg' indicating the design status. Field: Combo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the shear data is reported. Field: Loc Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Table: Steel Design 3 - Shear Details - Italian UNI 10011 Field: Frame Page 2492 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Point Field is Imported: No Format: Controlled by program Units: Text Point of governing shear stress. Field: VMajor Field is Imported: No Format: Force (Forces section of form) Units: Force The major shear for the specified combo. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: VMinor Field is Imported: No Format: Force (Forces section of form) Units: Force The minor shear for the specified combo. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: T Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The torsion (about the local 1-axis) for the specified combo. This item is reported for information only. It is not used in the design. Field: N Field is Imported: No Format: Force (Forces section of form) Units: Force The axial load for the specified combo. Table: Steel Design 3 - Shear Details - Italian UNI 10011 Field: Point Page 2493 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: MMajor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The major bending moment for the specified combo. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: MMinor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The minor bending moment for the specified combo. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: TauV2 Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The design shear stress for major axis shear force. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: TauV3 Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The design shear stress for minor axis shear force. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Steel Design 3 - Shear Details - Italian UNI 10011 Field: MMajor Page 2494 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: TauT Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The design shear stress for torsion. Field: SigmaN Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The design normal stress for axial force. Field: SigmaM33 Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The design normal stress for major axis bending moment. Field: SigmaM22 Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The design normal stress for minor axis bending moment. Field: SigmaID Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The equivalent design normal stress considering all shear stresses and all normal stresses at a point (CNR 6.7). Field: SigmaAdm Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 Admissible tensile stress. Field: StressRatio Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The shear stress ratio (SigmaID/SigmaID). Table: Steel Design 3 - Shear Details - Italian UNI 10011 Field: TauT Page 2495 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: SRLimit Field is Imported: No Format: Controlled by program Units: Unitless The stress ratio limit as specified in the preferences. Stress ratios that are less than or equal to this value are considered acceptable. Field: RLLF Field is Imported: No Format: Controlled by program Units: Unitless The reduced live load factor. A reducible live load is multiplied by this factor to obtain the reduced live load for the frame object. Field: FramingType Field is Imported: No Format: Controlled by program Units: Text The framing type. This is either Sway Frame or Nonsway Frame. This item is used for ductility considerations in the design. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Design 3 - Shear Details - Italian UNI 10011 Field: SRLimit Page 2496 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Steel Design 3 - Shear Details - UBC97-ASD Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'Overstressed', 'See ErrMsg', 'See WarnMsg', 'See ErrMsg and WarnMsg', or 'Overstressed and See WarnMsg' indicating the design status. Field: VMajorCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the major shear data is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Table: Steel Design 3 - Shear Details - UBC97-ASD Field: Frame Page 2497 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VMajorLoc Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: VMajor Field is Imported: No Format: Force (Forces section of form) Units: Force The major shear for the specified combo. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: VMajorRatio Field is Imported: No Format: Controlled by program Units: Unitless The major shear stress ratio. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: ffvMajor Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The design major shear stress. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Table: Steel Design 3 - Shear Details - UBC97-ASD Field: VMajorLoc Page 2498 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: FvMajor Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The allowable major direction shear. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: TMajor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The torsion (about the local 1-axis) for the specified VMajorCombo. This item is reported for information only. It is not used in the design. Field: VMinorCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the minor shear data is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: VMinorLoc Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Table: Steel Design 3 - Shear Details - UBC97-ASD Field: FvMajor Page 2499 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VMinor Field is Imported: No Format: Force (Forces section of form) Units: Force The minor shear for the specified combo. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: VMinorRatio Field is Imported: No Format: Controlled by program Units: Unitless The minor shear stress ratio. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: ffvMinor Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The design minor shear stress. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: FvMinor Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The allowable minor direction shear. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Steel Design 3 - Shear Details - UBC97-ASD Field: VMinor Page 2500 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: TMinor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The torsion (about the local 1-axis) for the specified VMinorCombo. This item is reported for information only. It is not used in the design. Field: SRLimit Field is Imported: No Format: Controlled by program Units: Unitless The stress ratio limit as specified in the preferences. Stress ratios that are less than or equal to this value are considered acceptable. Field: RLLF Field is Imported: No Format: Controlled by program Units: Unitless The reduced live load factor. A reducible live load is multiplied by this factor to obtain the reduced live load for the frame object. Field: FramingType Field is Imported: No Format: Controlled by program Units: Text The framing type. This is either Ordinary MRF, Special MRF, Braced Frame, Special CBF or Eccentric BF. MRF is short for Moment Resisting Frame. CBF is short for Concentric Braced Frame. BF is short for Braced Frame. This item is used for ductility considerations in the design. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Design 3 - Shear Details - UBC97-ASD Field: TMinor Page 2501 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Steel Design 3 - Shear Details - UBC97-LRFD Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'Overstressed', 'See ErrMsg', 'See WarnMsg', 'See ErrMsg and WarnMsg', or 'Overstressed and See WarnMsg' indicating the design status. Field: VMajorCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the major shear data is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Table: Steel Design 3 - Shear Details - UBC97-LRFD Field: Frame Page 2502 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VMajorLoc Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: VMajorRatio Field is Imported: No Format: Controlled by program Units: Unitless The major shear stress ratio. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: VuMajDsgn Field is Imported: No Format: Force (Forces section of form) Units: Force The design factored major shear. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: PhiVnMaj Field is Imported: No Format: Force (Forces section of form) Units: Force The major direction shear capacity. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Table: Steel Design 3 - Shear Details - UBC97-LRFD Field: VMajorLoc Page 2503 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: TuMajor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The factored torsion (about the local 1-axis) for the specified VMajorCombo. This item is reported for information only. It is not used in the design. Field: VMinorCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the minor shear data is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: VMinorLoc Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: VMinorRatio Field is Imported: No Format: Controlled by program Units: Unitless The minor shear stress ratio. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Steel Design 3 - Shear Details - UBC97-LRFD Field: TuMajor Page 2504 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VuMinDsgn Field is Imported: No Format: Force (Forces section of form) Units: Force The design factored minor shear. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: PhiVnMin Field is Imported: No Format: Force (Forces section of form) Units: Force The minor direction shear capacity. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: TuMinor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The factored torsion (about the local 1-axis) for the specified VMinorCombo. This item is reported for information only. It is not used in the design. Field: SRLimit Field is Imported: No Format: Controlled by program Units: Unitless The stress ratio limit as specified in the preferences. Stress ratios that are less than or equal to this value are considered acceptable. Field: RLLF Field is Imported: No Format: Controlled by program Units: Unitless The reduced live load factor. A reducible live load is multiplied by this factor to obtain the reduced live load for the frame object. Table: Steel Design 3 - Shear Details - UBC97-LRFD Field: VuMinDsgn Page 2505 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: FramingType Field is Imported: No Format: Controlled by program Units: Text The framing type. This is either Ordinary MRF, Special MRF, Braced Frame, Special CBF or Eccentric BF. MRF is short for Moment Resisting Frame. CBF is short for Concentric Braced Frame. BF is short for Braced Frame. This item is used for ductility considerations in the design. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Design 4 - Continuity Plates - AISC360-05-IBC2006 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Table: Steel Design 4 - Continuity Plates - AISC360-05-IBC2006 Field: FramingType Page 2506 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Field: Combo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the continuity plate area is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: ContPlArea Field is Imported: No Format: Area (Section Dimensions section of form) Units: Length2 The required continuity plate area. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Design 4 - Continuity Plates - AISC360-05-IBC2006 Field: Status Page 2507 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Steel Design 4 - Continuity Plates - AISC-ASD01 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Field: Combo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the continuity plate area is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: ContPlArea Field is Imported: No Format: Area (Section Dimensions section of form) Units: Length2 The required continuity plate area. Table: Steel Design 4 - Continuity Plates - AISC-ASD01 Field: Frame Page 2508 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Design 4 - Continuity Plates - AISC-ASD89 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Table: Steel Design 4 - Continuity Plates - AISC-ASD89 Field: ErrMsg Page 2509 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Combo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the continuity plate area is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: ContPlArea Field is Imported: No Format: Area (Section Dimensions section of form) Units: Length2 The required continuity plate area. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Design 4 - Continuity Plates - AISC-LRFD93 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Table: Steel Design 4 - Continuity Plates - AISC-LRFD93 Field: Combo Page 2510 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Field: Combo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the continuity plate area is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: ContPlArea Field is Imported: No Format: Area (Section Dimensions section of form) Units: Length2 The required continuity plate area. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Table: Steel Design 4 - Continuity Plates - AISC-LRFD93 Field: DesignSect Page 2511 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Design 4 - Continuity Plates - AISC-LRFD99 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Field: Combo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the continuity plate area is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Table: Steel Design 4 - Continuity Plates - AISC-LRFD99 Field: WarnMsg Page 2512 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ContPlArea Field is Imported: No Format: Area (Section Dimensions section of form) Units: Length2 The required continuity plate area. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Design 4 - Continuity Plates - API RP2A-LRFD 97 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Table: Steel Design 4 - Continuity Plates - API RP2A-LRFD 97 Field: ContPlArea Page 2513 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Combo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the continuity plate area is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: ContPlArea Field is Imported: No Format: Area (Section Dimensions section of form) Units: Length2 The required continuity plate area. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Design 4 - Continuity Plates - API RP2A-WSD2000 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Table: Steel Design 4 - Continuity Plates - API RP2A-WSD2000 Field: Combo Page 2514 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Field: Combo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the continuity plate area is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: ContPlArea Field is Imported: No Format: Area (Section Dimensions section of form) Units: Length2 The required continuity plate area. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Table: Steel Design 4 - Continuity Plates - API RP2A-WSD2000 Field: DesignSect Page 2515 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Design 4 - Continuity Plates - ASCE 10-97 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Field: Combo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the continuity plate area is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Table: Steel Design 4 - Continuity Plates - ASCE 10-97 Field: WarnMsg Page 2516 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ContPlArea Field is Imported: No Format: Area (Section Dimensions section of form) Units: Length2 The required continuity plate area. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Design 4 - Continuity Plates - BS5950 2000 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Table: Steel Design 4 - Continuity Plates - BS5950 2000 Field: ContPlArea Page 2517 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Combo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the continuity plate area is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: ContPlArea Field is Imported: No Format: Area (Section Dimensions section of form) Units: Length2 The required continuity plate area. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Design 4 - Continuity Plates - BS5950 90 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Table: Steel Design 4 - Continuity Plates - BS5950 90 Field: Combo Page 2518 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Field: Combo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the continuity plate area is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: ContPlArea Field is Imported: No Format: Area (Section Dimensions section of form) Units: Length2 The required continuity plate area. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Table: Steel Design 4 - Continuity Plates - BS5950 90 Field: DesignSect Page 2519 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Design 4 - Continuity Plates - CAN/CSA-S16-01 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Field: Combo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the continuity plate area is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Table: Steel Design 4 - Continuity Plates - CAN/CSA-S16-01 Field: WarnMsg Page 2520 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ContPlArea Field is Imported: No Format: Area (Section Dimensions section of form) Units: Length2 The required continuity plate area. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Design 4 - Continuity Plates - CISC 95 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Table: Steel Design 4 - Continuity Plates - CISC 95 Field: ContPlArea Page 2521 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Combo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the continuity plate area is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: ContPlArea Field is Imported: No Format: Area (Section Dimensions section of form) Units: Length2 The required continuity plate area. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Design 4 - Continuity Plates - EUROCODE 3-1993 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Table: Steel Design 4 - Continuity Plates - EUROCODE 3-1993 Field: Combo Page 2522 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Field: Combo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the continuity plate area is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: ContPlArea Field is Imported: No Format: Area (Section Dimensions section of form) Units: Length2 The required continuity plate area. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Table: Steel Design 4 - Continuity Plates - EUROCODE 3-1993 Field: DesignSect Page 2523 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Design 4 - Continuity Plates - Eurocode 3-2005 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Field: Combo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the continuity plate area is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Table: Steel Design 4 - Continuity Plates - Eurocode 3-2005 Field: WarnMsg Page 2524 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ContPlArea Field is Imported: No Format: Area (Section Dimensions section of form) Units: Length2 The required continuity plate area. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Design 4 - Maximum Shear Details - Indian IS:800-1998 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Table: Steel Design 4 - Maximum Shear Details - Indian IS:800-1998 Field: ContPlArea Page 2525 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'Overstressed', 'See ErrMsg', 'See WarnMsg', 'See ErrMsg and WarnMsg', or 'Overstressed and See WarnMsg' indicating the design status. Field: Combo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the maximum elastic shear stress (IS 6.4.1) ratio is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: Equation Field is Imported: No Format: Controlled by program Units: Text The equation used to obtain the reported ratios. Field: Loc Field is Imported: No Format: Controlled by program Units: Text The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: VMajor Field is Imported: No Format: Force (Forces section of form) Units: Force The major shear for the specified combo. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Table: Steel Design 4 - Maximum Shear Details - Indian IS:800-1998 Field: Status Page 2526 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VMinor Field is Imported: No Format: Force (Forces section of form) Units: Force The minor shear for the specified combo. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: T Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The torsion (about the local 1-axis) for the specified combo. Field: TauV2 Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The shear stress component at the controlling location due to major shear force. The total shear stress consists of the sum of such components from torsion, major shear and minor shear forces. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: TauV3 Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The shear stress component at the controlling location due to minor shear force. The total shear stress consists of the sum of such components from torsion, major shear and minor shear forces. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Steel Design 4 - Maximum Shear Details - Indian IS:800-1998 Field: VMinor Page 2527 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: TauT Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The shear stress component at the controlling location due to torsion. The total shear stress consists of the sum of such components from torsion, major shear and minor shear forces. Field: TauVmcal Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The total shear stress at the controlling location. The total shear stress consists of the sum of shear stresses from torsion, major shear and minor shear forces. Field: TauVm Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The allowable maximum shear stress at a controlling location on a member cross-section considering elastic stress distribution of shear stresses from torsion, major shear and minor shear forces. Field: StressRatio Field is Imported: No Format: Controlled by program Units: Unitless The maximum shear stress ratio at a controlling location on a member cross-section. See section 6.4.1 of IS:800-1998 for details. Field: SRLimit Field is Imported: No Format: Controlled by program Units: Unitless The stress ratio limit as specified in the preferences. Stress ratios that are less than or equal to this value are considered acceptable. Field: RLLF Field is Imported: No Format: Controlled by program Units: Unitless The reduced live load factor. A reducible live load is multiplied by this factor to obtain the reduced live load for the frame object. Table: Steel Design 4 - Maximum Shear Details - Indian IS:800-1998 Field: TauT Page 2528 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: FramingType Field is Imported: No Format: Controlled by program Units: Text The framing type. This is either Moment Frame or Braced Frame. This item is used for ductility considerations in the design. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Design 4 - Continuity Plates - Italian UNI 10011 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Table: Steel Design 4 - Continuity Plates - Italian UNI 10011 Field: FramingType Page 2529 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Combo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the continuity plate area is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: ContPlArea Field is Imported: No Format: Area (Section Dimensions section of form) Units: Length2 The required continuity plate area. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Design 4 - Continuity Plates - UBC97-ASD Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Table: Steel Design 4 - Continuity Plates - UBC97-ASD Field: Combo Page 2530 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Field: Combo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the continuity plate area is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: ContPlArea Field is Imported: No Format: Area (Section Dimensions section of form) Units: Length2 The required continuity plate area. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Table: Steel Design 4 - Continuity Plates - UBC97-ASD Field: DesignSect Page 2531 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Design 4 - Continuity Plates - UBC97-LRFD Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Field: Combo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the continuity plate area is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Table: Steel Design 4 - Continuity Plates - UBC97-LRFD Field: WarnMsg Page 2532 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ContPlArea Field is Imported: No Format: Area (Section Dimensions section of form) Units: Length2 The required continuity plate area. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Design 5 - Doubler Plates - AISC360-05-IBC2006 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Table: Steel Design 5 - Doubler Plates - AISC360-05-IBC2006 Field: ContPlArea Page 2533 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Combo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the doubler plate thickness is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: DblPlThick Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length The required doubler plate thickness. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Design 5 - Doubler Plates - AISC-ASD01 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Table: Steel Design 5 - Doubler Plates - AISC-ASD01 Field: Combo Page 2534 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Field: Combo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the doubler plate thickness is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: DblPlThick Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length The required doubler plate thickness. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Table: Steel Design 5 - Doubler Plates - AISC-ASD01 Field: DesignSect Page 2535 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Design 5 - Doubler Plates - AISC-ASD89 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Field: Combo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the doubler plate thickness is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Table: Steel Design 5 - Doubler Plates - AISC-ASD89 Field: WarnMsg Page 2536 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: DblPlThick Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length The required doubler plate thickness. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Design 5 - Doubler Plates - AISC-LRFD93 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Table: Steel Design 5 - Doubler Plates - AISC-LRFD93 Field: DblPlThick Page 2537 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Combo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the doubler plate thickness is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: DblPlThick Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length The required doubler plate thickness. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Design 5 - Doubler Plates - AISC-LRFD99 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Table: Steel Design 5 - Doubler Plates - AISC-LRFD99 Field: Combo Page 2538 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Field: Combo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the doubler plate thickness is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: DblPlThick Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length The required doubler plate thickness. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Table: Steel Design 5 - Doubler Plates - AISC-LRFD99 Field: DesignSect Page 2539 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Design 5 - Doubler Plates - API RP2A-LRFD 97 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Field: Combo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the doubler plate thickness is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Table: Steel Design 5 - Doubler Plates - API RP2A-LRFD 97 Field: WarnMsg Page 2540 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: DblPlThick Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length The required doubler plate thickness. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Design 5 - Doubler Plates - API RP2A-WSD2000 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Table: Steel Design 5 - Doubler Plates - API RP2A-WSD2000 Field: DblPlThick Page 2541 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Combo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the doubler plate thickness is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: DblPlThick Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length The required doubler plate thickness. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Design 5 - Doubler Plates - ASCE 10-97 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Table: Steel Design 5 - Doubler Plates - ASCE 10-97 Field: Combo Page 2542 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Field: Combo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the doubler plate thickness is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: DblPlThick Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length The required doubler plate thickness. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Table: Steel Design 5 - Doubler Plates - ASCE 10-97 Field: DesignSect Page 2543 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Design 5 - Doubler Plates - BS5950 2000 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Field: Combo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the doubler plate thickness is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Table: Steel Design 5 - Doubler Plates - BS5950 2000 Field: WarnMsg Page 2544 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: DblPlThick Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length The required doubler plate thickness. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Design 5 - Doubler Plates - BS5950 90 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Table: Steel Design 5 - Doubler Plates - BS5950 90 Field: DblPlThick Page 2545 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Combo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the doubler plate thickness is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: DblPlThick Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length The required doubler plate thickness. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Design 5 - Doubler Plates - CAN/CSA-S16-01 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Table: Steel Design 5 - Doubler Plates - CAN/CSA-S16-01 Field: Combo Page 2546 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Field: Combo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the doubler plate thickness is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: DblPlThick Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length The required doubler plate thickness. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Table: Steel Design 5 - Doubler Plates - CAN/CSA-S16-01 Field: DesignSect Page 2547 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Design 5 - Doubler Plates - CISC 95 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Field: Combo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the doubler plate thickness is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Table: Steel Design 5 - Doubler Plates - CISC 95 Field: WarnMsg Page 2548 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: DblPlThick Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length The required doubler plate thickness. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Design 5 - Doubler Plates - EUROCODE 3-1993 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Table: Steel Design 5 - Doubler Plates - EUROCODE 3-1993 Field: DblPlThick Page 2549 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Combo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the doubler plate thickness is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: DblPlThick Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length The required doubler plate thickness. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Design 5 - Doubler Plates - Eurocode 3-2005 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Table: Steel Design 5 - Doubler Plates - Eurocode 3-2005 Field: Combo Page 2550 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Field: Combo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the doubler plate thickness is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: DblPlThick Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length The required doubler plate thickness. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Table: Steel Design 5 - Doubler Plates - Eurocode 3-2005 Field: DesignSect Page 2551 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Design 5 - Equivalent Stress Details - Indian IS:800-1998 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'Overstressed', 'See ErrMsg', 'See WarnMsg', 'See ErrMsg and WarnMsg', or 'Overstressed and See WarnMsg' indicating the design status. Field: Combo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the equivalent stress (IS 7.1.4), ratio is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). Table: Steel Design 5 - Equivalent Stress Details - Indian IS:800-1998 Field: WarnMsg Page 2552 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: Equation Field is Imported: No Format: Controlled by program Units: Text The equation used to obtain the reported ratios. Field: Loc Field is Imported: No Format: Controlled by program Units: Text The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: VMajor Field is Imported: No Format: Force (Forces section of form) Units: Force The major shear for the specified combo. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: VMinor Field is Imported: No Format: Force (Forces section of form) Units: Force The minor shear for the specified combo. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Steel Design 5 - Equivalent Stress Details - Indian IS:800-1998 Field: Equation Page 2553 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: T Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The torsion (about the local 1-axis) for the specified combo. Field: P Field is Imported: No Format: Force (Forces section of form) Units: Force The axial load for the specified combo. Field: MMajor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The major bending moment for the specified combo. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: MMinor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The minor bending moment for the specified combo. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: TauV2 Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The shear stress component at the controlling location due to major shear force. The total shear stress consists of the sum of such components from torsion, major shear and minor shear forces. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Table: Steel Design 5 - Equivalent Stress Details - Indian IS:800-1998 Field: T Page 2554 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: TauV3 Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The shear stress component at the controlling location due to minor shear force. The total shear stress consists of the sum of such components from torsion, major shear and minor shear forces. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: TauT Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The shear stress component at the controlling location due to torsion. The total shear stress consists of the sum of such components from torsion, major shear and minor shear forces. Field: SigmaP Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The normal stress component at the controlling location due to axial force. The total normal stress consists of the sum of such components from axial force, major bending moment and minor bending moment. Field: SigmaM33 Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The normal stress component at the controlling location due to major bending moment. The total normal stress consists of the sum of such components from axial force, major bending moment and minor bending moment. Field: SigmaM22 Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The normal stress component at the controlling location due to minor bending moment. The total normal stress consists of the sum of such components from axial force, major bending moment and minor bending moment. Table: Steel Design 5 - Equivalent Stress Details - Indian IS:800-1998 Field: TauV3 Page 2555 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: SigmaEcal Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The equivalent stress at a controlling location on a member cross-section. See section 7.1.4 of IS:800-1998 for details. Field: SigmaE Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The allowable equivalent stress. See section 7.1.4 of IS:800-1998 for details. Field: StressRatio Field is Imported: No Format: Controlled by program Units: Unitless The equivalent stress ratio at a controlling location on a member cross-section. See section 7.1.4 of IS:800-1998 for details. Field: SRLimit Field is Imported: No Format: Controlled by program Units: Unitless The stress ratio limit as specified in the preferences. Stress ratios that are less than or equal to this value are considered acceptable. Field: RLLF Field is Imported: No Format: Controlled by program Units: Unitless The reduced live load factor. A reducible live load is multiplied by this factor to obtain the reduced live load for the frame object. Field: FramingType Field is Imported: No Format: Controlled by program Units: Text The framing type. This is either Moment Frame or Braced Frame. This item is used for ductility considerations in the design. Table: Steel Design 5 - Equivalent Stress Details - Indian IS:800-1998 Field: SigmaEcal Page 2556 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Design 5 - Doubler Plates - Italian UNI 10011 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Table: Steel Design 5 - Doubler Plates - Italian UNI 10011 Field: ErrMsg Page 2557 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Combo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the doubler plate thickness is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: DblPlThick Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length The required doubler plate thickness. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Design 5 - Doubler Plates - UBC97-ASD Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Table: Steel Design 5 - Doubler Plates - UBC97-ASD Field: Combo Page 2558 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Field: Combo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the doubler plate thickness is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: DblPlThick Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length The required doubler plate thickness. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Table: Steel Design 5 - Doubler Plates - UBC97-ASD Field: DesignSect Page 2559 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Design 5 - Doubler Plates - UBC97-LRFD Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Field: Combo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the doubler plate thickness is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Table: Steel Design 5 - Doubler Plates - UBC97-LRFD Field: WarnMsg Page 2560 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: DblPlThick Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length The required doubler plate thickness. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Design 6 - Beam/Column Ratios - AISC360-05-IBC2006 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Table: Steel Design 6 - Beam/Column Ratios - AISC360-05-IBC2006 Field: DblPlThick Page 2561 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ComboMajor Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the column/beam strength ratio for column major moment is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: CBRatioMaj Field is Imported: No Format: Controlled by program Units: Unitless The column/beam strength ratio for major moment (bending about column local 3-axis). Field: ComboMinor Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the column/beam strength ratio for column minor moment is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: CBRatioMin Field is Imported: No Format: Controlled by program Units: Unitless The column/beam strength ratio for minor moment (bending about column local 2-axis). Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Table: Steel Design 6 - Beam/Column Ratios - AISC360-05-IBC2006 Field: ComboMajor Page 2562 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Design 6 - Beam/Column Ratios - AISC-ASD01 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Field: ComboMajor Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the column/beam strength ratio for column major moment is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Table: Steel Design 6 - Beam/Column Ratios - AISC-ASD01 Field: WarnMsg Page 2563 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: CBRatioMaj Field is Imported: No Format: Controlled by program Units: Unitless The column/beam strength ratio for major moment (bending about column local 3-axis). Field: ComboMinor Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the column/beam strength ratio for column minor moment is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: CBRatioMin Field is Imported: No Format: Controlled by program Units: Unitless The column/beam strength ratio for minor moment (bending about column local 2-axis). Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Design 6 - Beam/Column Ratios - AISC-ASD01 Field: CBRatioMaj Page 2564 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Steel Design 6 - Beam/Column Ratios - AISC-ASD89 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Field: ComboMajor Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the column/beam strength ratio for column major moment is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: CBRatioMaj Field is Imported: No Format: Controlled by program Units: Unitless The column/beam strength ratio for major moment (bending about column local 3-axis). Table: Steel Design 6 - Beam/Column Ratios - AISC-ASD89 Field: Frame Page 2565 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ComboMinor Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the column/beam strength ratio for column minor moment is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: CBRatioMin Field is Imported: No Format: Controlled by program Units: Unitless The column/beam strength ratio for minor moment (bending about column local 2-axis). Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Design 6 - Beam/Column Ratios - AISC-LRFD93 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Table: Steel Design 6 - Beam/Column Ratios - AISC-LRFD93 Field: ComboMinor Page 2566 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Field: ComboMajor Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the column/beam strength ratio for column major moment is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: CBRatioMaj Field is Imported: No Format: Controlled by program Units: Unitless The column/beam strength ratio for major moment (bending about column local 3-axis). Field: ComboMinor Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the column/beam strength ratio for column minor moment is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Table: Steel Design 6 - Beam/Column Ratios - AISC-LRFD93 Field: DesignSect Page 2567 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: CBRatioMin Field is Imported: No Format: Controlled by program Units: Unitless The column/beam strength ratio for minor moment (bending about column local 2-axis). Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Design 6 - Beam/Column Ratios - AISC-LRFD99 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Table: Steel Design 6 - Beam/Column Ratios - AISC-LRFD99 Field: CBRatioMin Page 2568 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ComboMajor Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the column/beam strength ratio for column major moment is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: CBRatioMaj Field is Imported: No Format: Controlled by program Units: Unitless The column/beam strength ratio for major moment (bending about column local 3-axis). Field: ComboMinor Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the column/beam strength ratio for column minor moment is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: CBRatioMin Field is Imported: No Format: Controlled by program Units: Unitless The column/beam strength ratio for minor moment (bending about column local 2-axis). Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Table: Steel Design 6 - Beam/Column Ratios - AISC-LRFD99 Field: ComboMajor Page 2569 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Design 6 - Beam/Column Ratios - API RP2A-LRFD 97 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Field: ComboMajor Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the column/beam strength ratio for column major moment is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Table: Steel Design 6 - Beam/Column Ratios - API RP2A-LRFD 97 Field: WarnMsg Page 2570 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: CBRatioMaj Field is Imported: No Format: Controlled by program Units: Unitless The column/beam strength ratio for major moment (bending about column local 3-axis). Field: ComboMinor Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the column/beam strength ratio for column minor moment is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: CBRatioMin Field is Imported: No Format: Controlled by program Units: Unitless The column/beam strength ratio for minor moment (bending about column local 2-axis). Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Design 6 - Beam/Column Ratios - API RP2A-LRFD 97 Field: CBRatioMaj Page 2571 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Steel Design 6 - Beam/Column Ratios - API RP2A-WSD2000 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Field: ComboMajor Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the column/beam strength ratio for column major moment is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: CBRatioMaj Field is Imported: No Format: Controlled by program Units: Unitless The column/beam strength ratio for major moment (bending about column local 3-axis). Table: Steel Design 6 - Beam/Column Ratios - API RP2A-WSD2000 Field: Frame Page 2572 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ComboMinor Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the column/beam strength ratio for column minor moment is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: CBRatioMin Field is Imported: No Format: Controlled by program Units: Unitless The column/beam strength ratio for minor moment (bending about column local 2-axis). Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Design 6 - Beam/Column Ratios - ASCE 10-97 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Table: Steel Design 6 - Beam/Column Ratios - ASCE 10-97 Field: ComboMinor Page 2573 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Field: ComboMajor Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the column/beam strength ratio for column major moment is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: CBRatioMaj Field is Imported: No Format: Controlled by program Units: Unitless The column/beam strength ratio for major moment (bending about column local 3-axis). Field: ComboMinor Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the column/beam strength ratio for column minor moment is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Table: Steel Design 6 - Beam/Column Ratios - ASCE 10-97 Field: DesignSect Page 2574 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: CBRatioMin Field is Imported: No Format: Controlled by program Units: Unitless The column/beam strength ratio for minor moment (bending about column local 2-axis). Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Design 6 - Beam/Column Ratios - BS5950 2000 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Table: Steel Design 6 - Beam/Column Ratios - BS5950 2000 Field: CBRatioMin Page 2575 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ComboMajor Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the column/beam strength ratio for column major moment is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: CBRatioMaj Field is Imported: No Format: Controlled by program Units: Unitless The column/beam strength ratio for major moment (bending about column local 3-axis). Field: ComboMinor Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the column/beam strength ratio for column minor moment is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: CBRatioMin Field is Imported: No Format: Controlled by program Units: Unitless The column/beam strength ratio for minor moment (bending about column local 2-axis). Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Table: Steel Design 6 - Beam/Column Ratios - BS5950 2000 Field: ComboMajor Page 2576 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Design 6 - Beam/Column Ratios - BS5950 90 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Field: ComboMajor Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the column/beam strength ratio for column major moment is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Table: Steel Design 6 - Beam/Column Ratios - BS5950 90 Field: WarnMsg Page 2577 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: CBRatioMaj Field is Imported: No Format: Controlled by program Units: Unitless The column/beam strength ratio for major moment (bending about column local 3-axis). Field: ComboMinor Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the column/beam strength ratio for column minor moment is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: CBRatioMin Field is Imported: No Format: Controlled by program Units: Unitless The column/beam strength ratio for minor moment (bending about column local 2-axis). Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Design 6 - Beam/Column Ratios - BS5950 90 Field: CBRatioMaj Page 2578 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Steel Design 6 - Beam/Column Ratios - CAN/CSA-S16-01 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Field: ComboMajor Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the column/beam strength ratio for column major moment is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: CBRatioMaj Field is Imported: No Format: Controlled by program Units: Unitless The column/beam strength ratio for major moment (bending about column local 3-axis). Table: Steel Design 6 - Beam/Column Ratios - CAN/CSA-S16-01 Field: Frame Page 2579 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ComboMinor Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the column/beam strength ratio for column minor moment is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: CBRatioMin Field is Imported: No Format: Controlled by program Units: Unitless The column/beam strength ratio for minor moment (bending about column local 2-axis). Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Design 6 - Beam/Column Ratios - CISC 95 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Table: Steel Design 6 - Beam/Column Ratios - CISC 95 Field: ComboMinor Page 2580 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Field: ComboMajor Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the column/beam strength ratio for column major moment is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: CBRatioMaj Field is Imported: No Format: Controlled by program Units: Unitless The column/beam strength ratio for major moment (bending about column local 3-axis). Field: ComboMinor Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the column/beam strength ratio for column minor moment is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Table: Steel Design 6 - Beam/Column Ratios - CISC 95 Field: DesignSect Page 2581 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: CBRatioMin Field is Imported: No Format: Controlled by program Units: Unitless The column/beam strength ratio for minor moment (bending about column local 2-axis). Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Design 6 - Beam/Column Ratios - EUROCODE 3-1993 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Table: Steel Design 6 - Beam/Column Ratios - EUROCODE 3-1993 Field: CBRatioMin Page 2582 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ComboMajor Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the column/beam strength ratio for column major moment is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: CBRatioMaj Field is Imported: No Format: Controlled by program Units: Unitless The column/beam strength ratio for major moment (bending about column local 3-axis). Field: ComboMinor Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the column/beam strength ratio for column minor moment is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: CBRatioMin Field is Imported: No Format: Controlled by program Units: Unitless The column/beam strength ratio for minor moment (bending about column local 2-axis). Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Table: Steel Design 6 - Beam/Column Ratios - EUROCODE 3-1993 Field: ComboMajor Page 2583 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Design 6 - Beam/Column Ratios - Eurocode 3-2005 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Field: ComboMajor Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the column/beam strength ratio for column major moment is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Table: Steel Design 6 - Beam/Column Ratios - Eurocode 3-2005 Field: WarnMsg Page 2584 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: CBRatioMaj Field is Imported: No Format: Controlled by program Units: Unitless The column/beam strength ratio for major moment (bending about column local 3-axis). Field: ComboMinor Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the column/beam strength ratio for column minor moment is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: CBRatioMin Field is Imported: No Format: Controlled by program Units: Unitless The column/beam strength ratio for minor moment (bending about column local 2-axis). Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Design 6 - Beam/Column Ratios - Eurocode 3-2005 Field: CBRatioMaj Page 2585 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Steel Design 6 - Beam/Column Ratios - Italian UNI 10011 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Field: ComboMajor Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the column/beam strength ratio for column major moment is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: CBRatioMaj Field is Imported: No Format: Controlled by program Units: Unitless The column/beam strength ratio for major moment (bending about column local 3-axis). Table: Steel Design 6 - Beam/Column Ratios - Italian UNI 10011 Field: Frame Page 2586 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ComboMinor Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the column/beam strength ratio for column minor moment is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: CBRatioMin Field is Imported: No Format: Controlled by program Units: Unitless The column/beam strength ratio for minor moment (bending about column local 2-axis). Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Design 6 - Beam/Column Ratios - UBC97-ASD Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Table: Steel Design 6 - Beam/Column Ratios - UBC97-ASD Field: ComboMinor Page 2587 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Field: ComboMajor Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the column/beam strength ratio for column major moment is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: CBRatioMaj Field is Imported: No Format: Controlled by program Units: Unitless The column/beam strength ratio for major moment (bending about column local 3-axis). Field: ComboMinor Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the column/beam strength ratio for column minor moment is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Table: Steel Design 6 - Beam/Column Ratios - UBC97-ASD Field: DesignSect Page 2588 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: CBRatioMin Field is Imported: No Format: Controlled by program Units: Unitless The column/beam strength ratio for minor moment (bending about column local 2-axis). Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Design 6 - Beam/Column Ratios - UBC97-LRFD Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Table: Steel Design 6 - Beam/Column Ratios - UBC97-LRFD Field: CBRatioMin Page 2589 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ComboMajor Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the column/beam strength ratio for column major moment is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: CBRatioMaj Field is Imported: No Format: Controlled by program Units: Unitless The column/beam strength ratio for major moment (bending about column local 3-axis). Field: ComboMinor Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the column/beam strength ratio for column minor moment is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: CBRatioMin Field is Imported: No Format: Controlled by program Units: Unitless The column/beam strength ratio for minor moment (bending about column local 2-axis). Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Table: Steel Design 6 - Beam/Column Ratios - UBC97-LRFD Field: ComboMajor Page 2590 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Design 7 - Beam Shear Forces - AISC360-05-IBC2006 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: ComboLeft Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the shear at the beam left end (I-end) is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: VMajorLeft Field is Imported: No Format: Force (Forces section of form) Units: Force The major shear at the beam left end (I-End). For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Table: Steel Design 7 - Beam Shear Forces - AISC360-05-IBC2006 Field: WarnMsg Page 2591 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ComboRight Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the shear at the beam right end (J-end) is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: VMajorRight Field is Imported: No Format: Force (Forces section of form) Units: Force The major shear at the beam right end (J-End). For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Table: Steel Design 7 - Beam Shear Forces - AISC-ASD01 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Table: Steel Design 7 - Beam Shear Forces - AISC-ASD01 Field: ComboRight Page 2592 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ComboLeft Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the shear at the beam left end (I-end) is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: VMajorLeft Field is Imported: No Format: Force (Forces section of form) Units: Force The major shear at the beam left end (I-End). For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: ComboRight Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the shear at the beam right end (J-end) is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: VMajorRight Field is Imported: No Format: Force (Forces section of form) Units: Force The major shear at the beam right end (J-End). For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Table: Steel Design 7 - Beam Shear Forces - AISC-ASD01 Field: ComboLeft Page 2593 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Steel Design 7 - Beam Shear Forces - AISC-ASD89 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: ComboLeft Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the shear at the beam left end (I-end) is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: VMajorLeft Field is Imported: No Format: Force (Forces section of form) Units: Force The major shear at the beam left end (I-End). For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: ComboRight Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the shear at the beam right end (J-end) is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). Table: Steel Design 7 - Beam Shear Forces - AISC-ASD89 Field: Frame Page 2594 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: VMajorRight Field is Imported: No Format: Force (Forces section of form) Units: Force The major shear at the beam right end (J-End). For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Table: Steel Design 7 - Beam Shear Forces - AISC-LRFD93 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: ComboLeft Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the shear at the beam left end (I-end) is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Table: Steel Design 7 - Beam Shear Forces - AISC-LRFD93 Field: VMajorRight Page 2595 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VMajorLeft Field is Imported: No Format: Force (Forces section of form) Units: Force The major shear at the beam left end (I-End). For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: ComboRight Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the shear at the beam right end (J-end) is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: VMajorRight Field is Imported: No Format: Force (Forces section of form) Units: Force The major shear at the beam right end (J-End). For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Table: Steel Design 7 - Beam Shear Forces - AISC-LRFD99 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Table: Steel Design 7 - Beam Shear Forces - AISC-LRFD99 Field: VMajorLeft Page 2596 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: ComboLeft Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the shear at the beam left end (I-end) is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: VMajorLeft Field is Imported: No Format: Force (Forces section of form) Units: Force The major shear at the beam left end (I-End). For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: ComboRight Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the shear at the beam right end (J-end) is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Table: Steel Design 7 - Beam Shear Forces - AISC-LRFD99 Field: DesignSect Page 2597 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VMajorRight Field is Imported: No Format: Force (Forces section of form) Units: Force The major shear at the beam right end (J-End). For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Table: Steel Design 7 - Beam Shear Forces - API RP2A-LRFD 97 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: ComboLeft Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the shear at the beam left end (I-end) is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: VMajorLeft Field is Imported: No Format: Force (Forces section of form) Units: Force The major shear at the beam left end (I-End). Table: Steel Design 7 - Beam Shear Forces - API RP2A-LRFD 97 Field: VMajorRight Page 2598 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: ComboRight Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the shear at the beam right end (J-end) is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: VMajorRight Field is Imported: No Format: Force (Forces section of form) Units: Force The major shear at the beam right end (J-End). For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Table: Steel Design 7 - Beam Shear Forces - API RP2A-WSD2000 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Table: Steel Design 7 - Beam Shear Forces - API RP2A-WSD2000 Field: ComboRight Page 2599 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ComboLeft Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the shear at the beam left end (I-end) is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: VMajorLeft Field is Imported: No Format: Force (Forces section of form) Units: Force The major shear at the beam left end (I-End). For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: ComboRight Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the shear at the beam right end (J-end) is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: VMajorRight Field is Imported: No Format: Force (Forces section of form) Units: Force The major shear at the beam right end (J-End). For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Table: Steel Design 7 - Beam Shear Forces - API RP2A-WSD2000 Field: ComboLeft Page 2600 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Steel Design 7 - Beam Shear Forces - ASCE 10-97 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: ComboLeft Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the shear at the beam left end (I-end) is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: VMajorLeft Field is Imported: No Format: Force (Forces section of form) Units: Force The major shear at the beam left end (I-End). For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: ComboRight Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the shear at the beam right end (J-end) is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). Table: Steel Design 7 - Beam Shear Forces - ASCE 10-97 Field: Frame Page 2601 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: VMajorRight Field is Imported: No Format: Force (Forces section of form) Units: Force The major shear at the beam right end (J-End). For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Table: Steel Design 7 - Beam Shear Forces - BS5950 2000 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: ComboLeft Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the shear at the beam left end (I-end) is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Table: Steel Design 7 - Beam Shear Forces - BS5950 2000 Field: VMajorRight Page 2602 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VMajorLeft Field is Imported: No Format: Force (Forces section of form) Units: Force The major shear at the beam left end (I-End). For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: ComboRight Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the shear at the beam right end (J-end) is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: VMajorRight Field is Imported: No Format: Force (Forces section of form) Units: Force The major shear at the beam right end (J-End). For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Table: Steel Design 7 - Beam Shear Forces - BS5950 90 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Table: Steel Design 7 - Beam Shear Forces - BS5950 90 Field: VMajorLeft Page 2603 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: ComboLeft Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the shear at the beam left end (I-end) is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: VMajorLeft Field is Imported: No Format: Force (Forces section of form) Units: Force The major shear at the beam left end (I-End). For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: ComboRight Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the shear at the beam right end (J-end) is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Table: Steel Design 7 - Beam Shear Forces - BS5950 90 Field: DesignSect Page 2604 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VMajorRight Field is Imported: No Format: Force (Forces section of form) Units: Force The major shear at the beam right end (J-End). For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Table: Steel Design 7 - Beam Shear Forces - CAN/CSA-S16-01 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: ComboLeft Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the shear at the beam left end (I-end) is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: VMajorLeft Field is Imported: No Format: Force (Forces section of form) Units: Force The major shear at the beam left end (I-End). Table: Steel Design 7 - Beam Shear Forces - CAN/CSA-S16-01 Field: VMajorRight Page 2605 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: ComboRight Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the shear at the beam right end (J-end) is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: VMajorRight Field is Imported: No Format: Force (Forces section of form) Units: Force The major shear at the beam right end (J-End). For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Table: Steel Design 7 - Beam Shear Forces - CISC 95 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Table: Steel Design 7 - Beam Shear Forces - CISC 95 Field: ComboRight Page 2606 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ComboLeft Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the shear at the beam left end (I-end) is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: VMajorLeft Field is Imported: No Format: Force (Forces section of form) Units: Force The major shear at the beam left end (I-End). For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: ComboRight Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the shear at the beam right end (J-end) is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: VMajorRight Field is Imported: No Format: Force (Forces section of form) Units: Force The major shear at the beam right end (J-End). For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Table: Steel Design 7 - Beam Shear Forces - CISC 95 Field: ComboLeft Page 2607 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Steel Design 7 - Beam Shear Forces - EUROCODE 3-1993 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: ComboLeft Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the shear at the beam left end (I-end) is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: VMajorLeft Field is Imported: No Format: Force (Forces section of form) Units: Force The major shear at the beam left end (I-End). For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: ComboRight Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the shear at the beam right end (J-end) is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). Table: Steel Design 7 - Beam Shear Forces - EUROCODE 3-1993 Field: Frame Page 2608 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: VMajorRight Field is Imported: No Format: Force (Forces section of form) Units: Force The major shear at the beam right end (J-End). For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Table: Steel Design 7 - Beam Shear Forces - Eurocode 3-2005 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: ComboLeft Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the shear at the beam left end (I-end) is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Table: Steel Design 7 - Beam Shear Forces - Eurocode 3-2005 Field: VMajorRight Page 2609 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VMajorLeft Field is Imported: No Format: Force (Forces section of form) Units: Force The major shear at the beam left end (I-End). For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: ComboRight Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the shear at the beam right end (J-end) is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: VMajorRight Field is Imported: No Format: Force (Forces section of form) Units: Force The major shear at the beam right end (J-End). For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Table: Steel Design 7 - Beam Shear Forces - Italian UNI 10011 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Table: Steel Design 7 - Beam Shear Forces - Italian UNI 10011 Field: VMajorLeft Page 2610 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: ComboLeft Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the shear at the beam left end (I-end) is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: VMajorLeft Field is Imported: No Format: Force (Forces section of form) Units: Force The major shear at the beam left end (I-End). For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: ComboRight Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the shear at the beam right end (J-end) is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Table: Steel Design 7 - Beam Shear Forces - Italian UNI 10011 Field: DesignSect Page 2611 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VMajorRight Field is Imported: No Format: Force (Forces section of form) Units: Force The major shear at the beam right end (J-End). For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Table: Steel Design 7 - Beam Shear Forces - UBC97-ASD Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: ComboLeft Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the shear at the beam left end (I-end) is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: VMajorLeft Field is Imported: No Format: Force (Forces section of form) Units: Force The major shear at the beam left end (I-End). Table: Steel Design 7 - Beam Shear Forces - UBC97-ASD Field: VMajorRight Page 2612 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: ComboRight Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the shear at the beam right end (J-end) is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: VMajorRight Field is Imported: No Format: Force (Forces section of form) Units: Force The major shear at the beam right end (J-End). For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Table: Steel Design 7 - Beam Shear Forces - UBC97-LRFD Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Table: Steel Design 7 - Beam Shear Forces - UBC97-LRFD Field: ComboRight Page 2613 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ComboLeft Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the shear at the beam left end (I-end) is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: VMajorLeft Field is Imported: No Format: Force (Forces section of form) Units: Force The major shear at the beam left end (I-End). For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: ComboRight Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the shear at the beam right end (J-end) is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: VMajorRight Field is Imported: No Format: Force (Forces section of form) Units: Force The major shear at the beam right end (J-End). For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Table: Steel Design 7 - Beam Shear Forces - UBC97-LRFD Field: ComboLeft Page 2614 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Steel Design 8 - Brace Max Axial Load - AISC360-05-IBC2006 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: ComboComp Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the compression axial force is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: PMaxComp Field is Imported: No Format: Force (Forces section of form) Units: Force The largest compression axial force in the brace. Field: ComboTens Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the tension axial force is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Table: Steel Design 8 - Brace Max Axial Load - AISC360-05-IBC2006 Field: Frame Page 2615 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: PMaxTens Field is Imported: No Format: Force (Forces section of form) Units: Force The largest tension axial force in the brace. Table: Steel Design 8 - Brace Max Axial Load - AISC-ASD01 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: ComboComp Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the compression axial force is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: PMaxComp Field is Imported: No Format: Force (Forces section of form) Units: Force The largest compression axial force in the brace. Table: Steel Design 8 - Brace Max Axial Load - AISC-ASD01 Field: PMaxTens Page 2616 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ComboTens Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the tension axial force is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: PMaxTens Field is Imported: No Format: Force (Forces section of form) Units: Force The largest tension axial force in the brace. Table: Steel Design 8 - Brace Max Axial Load - AISC-ASD89 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: ComboComp Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the compression axial force is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Table: Steel Design 8 - Brace Max Axial Load - AISC-ASD89 Field: ComboTens Page 2617 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: PMaxComp Field is Imported: No Format: Force (Forces section of form) Units: Force The largest compression axial force in the brace. Field: ComboTens Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the tension axial force is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: PMaxTens Field is Imported: No Format: Force (Forces section of form) Units: Force The largest tension axial force in the brace. Table: Steel Design 8 - Brace Max Axial Load - AISC-LRFD93 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Table: Steel Design 8 - Brace Max Axial Load - AISC-LRFD93 Field: PMaxComp Page 2618 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ComboComp Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the compression axial force is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: PMaxComp Field is Imported: No Format: Force (Forces section of form) Units: Force The largest compression axial force in the brace. Field: ComboTens Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the tension axial force is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: PMaxTens Field is Imported: No Format: Force (Forces section of form) Units: Force The largest tension axial force in the brace. Table: Steel Design 8 - Brace Max Axial Load - AISC-LRFD99 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Table: Steel Design 8 - Brace Max Axial Load - AISC-LRFD99 Field: ComboComp Page 2619 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: ComboComp Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the compression axial force is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: PMaxComp Field is Imported: No Format: Force (Forces section of form) Units: Force The largest compression axial force in the brace. Field: ComboTens Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the tension axial force is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: PMaxTens Field is Imported: No Format: Force (Forces section of form) Units: Force The largest tension axial force in the brace. Table: Steel Design 8 - Brace Max Axial Load - AISC-LRFD99 Field: DesignSect Page 2620 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Steel Design 8 - Brace Max Axial Load - API RP2A-LRFD 97 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: ComboComp Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the compression axial force is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: PMaxComp Field is Imported: No Format: Force (Forces section of form) Units: Force The largest compression axial force in the brace. Field: ComboTens Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the tension axial force is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Table: Steel Design 8 - Brace Max Axial Load - API RP2A-LRFD 97 Field: Frame Page 2621 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: PMaxTens Field is Imported: No Format: Force (Forces section of form) Units: Force The largest tension axial force in the brace. Table: Steel Design 8 - Brace Max Axial Load - API RP2A-WSD2000 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: ComboComp Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the compression axial force is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: PMaxComp Field is Imported: No Format: Force (Forces section of form) Units: Force The largest compression axial force in the brace. Table: Steel Design 8 - Brace Max Axial Load - API RP2A-WSD2000 Field: PMaxTens Page 2622 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ComboTens Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the tension axial force is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: PMaxTens Field is Imported: No Format: Force (Forces section of form) Units: Force The largest tension axial force in the brace. Table: Steel Design 8 - Brace Max Axial Load - ASCE 10-97 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: ComboComp Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the compression axial force is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Table: Steel Design 8 - Brace Max Axial Load - ASCE 10-97 Field: ComboTens Page 2623 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: PMaxComp Field is Imported: No Format: Force (Forces section of form) Units: Force The largest compression axial force in the brace. Field: ComboTens Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the tension axial force is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: PMaxTens Field is Imported: No Format: Force (Forces section of form) Units: Force The largest tension axial force in the brace. Table: Steel Design 8 - Brace Max Axial Load - BS5950 2000 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Table: Steel Design 8 - Brace Max Axial Load - BS5950 2000 Field: PMaxComp Page 2624 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ComboComp Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the compression axial force is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: PMaxComp Field is Imported: No Format: Force (Forces section of form) Units: Force The largest compression axial force in the brace. Field: ComboTens Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the tension axial force is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: PMaxTens Field is Imported: No Format: Force (Forces section of form) Units: Force The largest tension axial force in the brace. Table: Steel Design 8 - Brace Max Axial Load - BS5950 90 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Table: Steel Design 8 - Brace Max Axial Load - BS5950 90 Field: ComboComp Page 2625 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: ComboComp Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the compression axial force is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: PMaxComp Field is Imported: No Format: Force (Forces section of form) Units: Force The largest compression axial force in the brace. Field: ComboTens Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the tension axial force is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: PMaxTens Field is Imported: No Format: Force (Forces section of form) Units: Force The largest tension axial force in the brace. Table: Steel Design 8 - Brace Max Axial Load - BS5950 90 Field: DesignSect Page 2626 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Steel Design 8 - Brace Max Axial Load - CAN/CSA-S16-01 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: ComboComp Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the compression axial force is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: PMaxComp Field is Imported: No Format: Force (Forces section of form) Units: Force The largest compression axial force in the brace. Field: ComboTens Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the tension axial force is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Table: Steel Design 8 - Brace Max Axial Load - CAN/CSA-S16-01 Field: Frame Page 2627 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: PMaxTens Field is Imported: No Format: Force (Forces section of form) Units: Force The largest tension axial force in the brace. Table: Steel Design 8 - Brace Max Axial Load - CISC 95 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: ComboComp Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the compression axial force is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: PMaxComp Field is Imported: No Format: Force (Forces section of form) Units: Force The largest compression axial force in the brace. Table: Steel Design 8 - Brace Max Axial Load - CISC 95 Field: PMaxTens Page 2628 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ComboTens Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the tension axial force is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: PMaxTens Field is Imported: No Format: Force (Forces section of form) Units: Force The largest tension axial force in the brace. Table: Steel Design 8 - Brace Max Axial Load - EUROCODE 3-1993 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: ComboComp Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the compression axial force is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Table: Steel Design 8 - Brace Max Axial Load - EUROCODE 3-1993 Field: ComboTens Page 2629 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: PMaxComp Field is Imported: No Format: Force (Forces section of form) Units: Force The largest compression axial force in the brace. Field: ComboTens Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the tension axial force is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: PMaxTens Field is Imported: No Format: Force (Forces section of form) Units: Force The largest tension axial force in the brace. Table: Steel Design 8 - Brace Max Axial Load - Eurocode 3-2005 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Table: Steel Design 8 - Brace Max Axial Load - Eurocode 3-2005 Field: PMaxComp Page 2630 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ComboComp Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the compression axial force is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: PMaxComp Field is Imported: No Format: Force (Forces section of form) Units: Force The largest compression axial force in the brace. Field: ComboTens Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the tension axial force is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: PMaxTens Field is Imported: No Format: Force (Forces section of form) Units: Force The largest tension axial force in the brace. Table: Steel Design 8 - Brace Max Axial Load - Italian UNI 10011 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Table: Steel Design 8 - Brace Max Axial Load - Italian UNI 10011 Field: ComboComp Page 2631 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: ComboComp Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the compression axial force is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: PMaxComp Field is Imported: No Format: Force (Forces section of form) Units: Force The largest compression axial force in the brace. Field: ComboTens Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the tension axial force is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: PMaxTens Field is Imported: No Format: Force (Forces section of form) Units: Force The largest tension axial force in the brace. Table: Steel Design 8 - Brace Max Axial Load - Italian UNI 10011 Field: DesignSect Page 2632 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Steel Design 8 - Brace Max Axial Load - UBC97-ASD Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: ComboComp Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the compression axial force is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: PMaxComp Field is Imported: No Format: Force (Forces section of form) Units: Force The largest compression axial force in the brace. Field: ComboTens Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the tension axial force is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Table: Steel Design 8 - Brace Max Axial Load - UBC97-ASD Field: Frame Page 2633 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: PMaxTens Field is Imported: No Format: Force (Forces section of form) Units: Force The largest tension axial force in the brace. Table: Steel Design 8 - Brace Max Axial Load - UBC97-LRFD Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: ComboComp Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the compression axial force is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: PMaxComp Field is Imported: No Format: Force (Forces section of form) Units: Force The largest compression axial force in the brace. Table: Steel Design 8 - Brace Max Axial Load - UBC97-LRFD Field: PMaxTens Page 2634 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ComboTens Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the tension axial force is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: PMaxTens Field is Imported: No Format: Force (Forces section of form) Units: Force The largest tension axial force in the brace. Table: Steel Design 9 - Decision Parameters - AISC360-05-IBC2006 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: AlphaPrOPy Field is Imported: No Format: Controlled by program Units: Unitless This item is the ratio of alpha times the design force to the force required to yield the steel section. For ASD provision the factor alpha equals 1.6 and for LRFD provision the factor equals 1.0. Table: Steel Design 9 - Decision Parameters - AISC360-05-IBC2006 Field: ComboTens Page 2635 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: aPrOPyGT05 Field is Imported: No Format: Controlled by program Units: Yes/No This item is "Yes" if the ratio of alpha times the design force to the force required to yield the steel section exceeds 0.5. For ASD provision the factor alpha equals 1.6 and for LRFD provision the factor equals 1.0. Field: AlphaPrOPeL Field is Imported: No Format: Controlled by program Units: Unitless This item is the ratio of alpha times the design force to the Euler buckling load of the steel member. For ASD provision the factor alpha equals 1.6 and for LRFD provision the factor equals 1.0. Field: aPrOPeGT015 Field is Imported: No Format: Controlled by program Units: Yes/No This item is "Yes" if the ratio of alpha times the design force to the Euler buckling load of the steel member exceeds 0.15. For ASD provision the factor alpha equals 1.6 and for LRFD provision the factor equals 1.0. Field: Taub Field is Imported: No Format: Controlled by program Units: Unitless This item is a function of the ratio of alpha times the design axial compression force to the force required to yield the steel section. For ASD provision the factor alpha equals 1.6 and for LRFD provision the factor equals 1.0. The value of tau ranges between 0 to 1. It varies parabolically with the ratio of alpha*Pr/Py where Pr is the design axial compression. If the ratio of alpha*Pr/Py is less than or equal to 0.5, then Taub equals 1. Otherwise Taub decreases parabolically with the increase of alpha*Pr/Py. It reduces to 0 as the ratio alpha*Pr/Py approaches 1. Its value remains undefined when alpha*Pr/Py exceeds 1. For members loaded with axial tension, taub equals 1. Taub is a very critical determinant in determining stiffness reduction for Direct Analysis method. Field: EAmodifier Field is Imported: No Format: Controlled by program Units: Unitless This item is the modification factor for axial stiffness if the Direct Analysis method is used. Its value is normally fixed at 0.8 and is independent of Tau_b. This item is a Table: Steel Design 9 - Decision Parameters - AISC360-05-IBC2006 Field: aPrOPyGT05 Page 2636 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation function of the ratio of alpha times the design axial compression force to the force required to yield the steel section. Field: EImodifier Field is Imported: No Format: Controlled by program Units: Unitless This item is the modification factor for flexural stiffness if the Direct Analysis method is used. Its value is a function of Tau_b. Its assumes a fixed value of 0.8 if the Tau_b is taken as fixed. Table: Steel Details 1 - Summary Data - AISC360-05-IBC2006 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'Overstressed', 'See ErrMsg', 'See WarnMsg', 'See ErrMsg and WarnMsg', or 'Overstressed and See WarnMsg' indicating the design status. Table: Steel Details 1 - Summary Data - AISC360-05-IBC2006 Field: EImodifier Page 2637 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Ratio Field is Imported: No Format: Controlled by program Units: Unitless The controlling stress ratio at the specified location. Field: RatioType Field is Imported: No Format: Controlled by program Units: Text This is either PMM, Major Shear, Minor Shear or Other indicating the origin of the reported TotalRatio. Field: Combo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the stress ratio is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: Location Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Table: Steel Details 1 - Summary Data - AISC360-05-IBC2006 Field: Ratio Page 2638 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Details 1 - Summary Data - AISC-ASD01 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'Overstressed', 'See ErrMsg', 'See WarnMsg', 'See ErrMsg and WarnMsg', or 'Overstressed and See WarnMsg' indicating the design status. Field: Ratio Field is Imported: No Format: Controlled by program Units: Unitless The controlling stress ratio at the specified location. Table: Steel Details 1 - Summary Data - AISC-ASD01 Field: WarnMsg Page 2639 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: RatioType Field is Imported: No Format: Controlled by program Units: Text This is either PMM, Major Shear, Minor Shear or Other indicating the origin of the reported TotalRatio. Field: Combo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the stress ratio is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: Location Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Details 1 - Summary Data - AISC-ASD01 Field: RatioType Page 2640 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Steel Details 1 - Summary Data - AISC-ASD89 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'Overstressed', 'See ErrMsg', 'See WarnMsg', 'See ErrMsg and WarnMsg', or 'Overstressed and See WarnMsg' indicating the design status. Field: Ratio Field is Imported: No Format: Controlled by program Units: Unitless The controlling stress ratio at the specified location. Field: RatioType Field is Imported: No Format: Controlled by program Units: Text This is either PMM, Major Shear, Minor Shear or Other indicating the origin of the reported TotalRatio. Table: Steel Details 1 - Summary Data - AISC-ASD89 Field: Frame Page 2641 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Combo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the stress ratio is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: Location Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Details 1 - Summary Data - AISC-LRFD93 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Table: Steel Details 1 - Summary Data - AISC-LRFD93 Field: Combo Page 2642 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'Overstressed', 'See ErrMsg', 'See WarnMsg', 'See ErrMsg and WarnMsg', or 'Overstressed and See WarnMsg' indicating the design status. Field: Ratio Field is Imported: No Format: Controlled by program Units: Unitless The controlling stress ratio at the specified location. Field: RatioType Field is Imported: No Format: Controlled by program Units: Text This is either PMM, Major Shear, Minor Shear or Other indicating the origin of the reported TotalRatio. Field: Combo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the stress ratio is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Table: Steel Details 1 - Summary Data - AISC-LRFD93 Field: DesignSect Page 2643 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Location Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Details 1 - Summary Data - AISC-LRFD99 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Table: Steel Details 1 - Summary Data - AISC-LRFD99 Field: Location Page 2644 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'Overstressed', 'See ErrMsg', 'See WarnMsg', 'See ErrMsg and WarnMsg', or 'Overstressed and See WarnMsg' indicating the design status. Field: Ratio Field is Imported: No Format: Controlled by program Units: Unitless The controlling stress ratio at the specified location. Field: RatioType Field is Imported: No Format: Controlled by program Units: Text This is either PMM, Major Shear, Minor Shear or Other indicating the origin of the reported TotalRatio. Field: Combo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the stress ratio is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: Location Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Table: Steel Details 1 - Summary Data - AISC-LRFD99 Field: Status Page 2645 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Details 1 - Summary Data - API RP2A-LRFD 97 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'Overstressed', 'See ErrMsg', 'See WarnMsg', 'See ErrMsg and WarnMsg', or 'Overstressed and See WarnMsg' indicating the design status. Table: Steel Details 1 - Summary Data - API RP2A-LRFD 97 Field: ErrMsg Page 2646 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Ratio Field is Imported: No Format: Controlled by program Units: Unitless The controlling stress ratio at the specified location. Field: RatioType Field is Imported: No Format: Controlled by program Units: Text This is either PMM, Major Shear, Minor Shear or Other indicating the origin of the reported TotalRatio. Field: Combo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the stress ratio is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: Location Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Table: Steel Details 1 - Summary Data - API RP2A-LRFD 97 Field: Ratio Page 2647 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Details 1 - Summary Data - API RP2A-WSD2000 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'Overstressed', 'See ErrMsg', 'See WarnMsg', 'See ErrMsg and WarnMsg', or 'Overstressed and See WarnMsg' indicating the design status. Field: Ratio Field is Imported: No Format: Controlled by program Units: Unitless The controlling stress ratio at the specified location. Table: Steel Details 1 - Summary Data - API RP2A-WSD2000 Field: WarnMsg Page 2648 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: RatioType Field is Imported: No Format: Controlled by program Units: Text This is either PMM, Major Shear, Minor Shear or Other indicating the origin of the reported TotalRatio. Field: Combo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the stress ratio is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: Location Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Details 1 - Summary Data - API RP2A-WSD2000 Field: RatioType Page 2649 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Steel Details 1 - Summary Data - ASCE 10-97 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'Overstressed', 'See ErrMsg', 'See WarnMsg', 'See ErrMsg and WarnMsg', or 'Overstressed and See WarnMsg' indicating the design status. Field: Ratio Field is Imported: No Format: Controlled by program Units: Unitless The controlling stress ratio at the specified location. Field: RatioType Field is Imported: No Format: Controlled by program Units: Text This is either PMM, Major Shear, Minor Shear or Other indicating the origin of the reported TotalRatio. Table: Steel Details 1 - Summary Data - ASCE 10-97 Field: Frame Page 2650 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Combo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the stress ratio is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: Location Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Details 1 - Summary Data - BS5950 2000 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Table: Steel Details 1 - Summary Data - BS5950 2000 Field: Combo Page 2651 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'Overstressed', 'See ErrMsg', 'See WarnMsg', 'See ErrMsg and WarnMsg', or 'Overstressed and See WarnMsg' indicating the design status. Field: Ratio Field is Imported: No Format: Controlled by program Units: Unitless The controlling stress ratio at the specified location. Field: RatioType Field is Imported: No Format: Controlled by program Units: Text This is either PMM, Major Shear, Minor Shear or Other indicating the origin of the reported TotalRatio. Field: Combo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the stress ratio is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Table: Steel Details 1 - Summary Data - BS5950 2000 Field: DesignSect Page 2652 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Location Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Details 1 - Summary Data - BS5950 90 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Table: Steel Details 1 - Summary Data - BS5950 90 Field: Location Page 2653 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'Overstressed', 'See ErrMsg', 'See WarnMsg', 'See ErrMsg and WarnMsg', or 'Overstressed and See WarnMsg' indicating the design status. Field: Ratio Field is Imported: No Format: Controlled by program Units: Unitless The controlling stress ratio at the specified location. Field: RatioType Field is Imported: No Format: Controlled by program Units: Text This is either PMM, Major Shear, Minor Shear or Other indicating the origin of the reported TotalRatio. Field: Combo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the stress ratio is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: Location Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Table: Steel Details 1 - Summary Data - BS5950 90 Field: Status Page 2654 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Details 1 - Summary Data - Chinese 2002 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'Overstressed', 'See ErrMsg', 'See WarnMsg', 'See ErrMsg and WarnMsg', or 'Overstressed and See WarnMsg' indicating the design status. Table: Steel Details 1 - Summary Data - Chinese 2002 Field: ErrMsg Page 2655 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Ratio Field is Imported: No Format: Controlled by program Units: Unitless The controlling stress ratio at the specified location. Field: RatioType Field is Imported: No Format: Controlled by program Units: Text This is either PMM, Major Shear, Minor Shear or Other indicating the origin of the reported TotalRatio. Field: Combo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the stress ratio is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: Location Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Table: Steel Details 1 - Summary Data - Chinese 2002 Field: Ratio Page 2656 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Details 1 - Summary Data - CAN/CSA-S16-01 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'Overstressed', 'See ErrMsg', 'See WarnMsg', 'See ErrMsg and WarnMsg', or 'Overstressed and See WarnMsg' indicating the design status. Field: Ratio Field is Imported: No Format: Controlled by program Units: Unitless The controlling stress ratio at the specified location. Table: Steel Details 1 - Summary Data - CAN/CSA-S16-01 Field: WarnMsg Page 2657 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: RatioType Field is Imported: No Format: Controlled by program Units: Text This is either PMM, Major Shear, Minor Shear or Other indicating the origin of the reported TotalRatio. Field: Combo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the stress ratio is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: Location Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Details 1 - Summary Data - CAN/CSA-S16-01 Field: RatioType Page 2658 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Steel Details 1 - Summary Data - CISC 95 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'Overstressed', 'See ErrMsg', 'See WarnMsg', 'See ErrMsg and WarnMsg', or 'Overstressed and See WarnMsg' indicating the design status. Field: Ratio Field is Imported: No Format: Controlled by program Units: Unitless The controlling stress ratio at the specified location. Field: RatioType Field is Imported: No Format: Controlled by program Units: Text This is either PMM, Major Shear, Minor Shear or Other indicating the origin of the reported TotalRatio. Table: Steel Details 1 - Summary Data - CISC 95 Field: Frame Page 2659 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Combo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the stress ratio is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: Location Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Details 1 - Summary Data - EUROCODE 3-1993 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Table: Steel Details 1 - Summary Data - EUROCODE 3-1993 Field: Combo Page 2660 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'Overstressed', 'See ErrMsg', 'See WarnMsg', 'See ErrMsg and WarnMsg', or 'Overstressed and See WarnMsg' indicating the design status. Field: Ratio Field is Imported: No Format: Controlled by program Units: Unitless The controlling stress ratio at the specified location. Field: RatioType Field is Imported: No Format: Controlled by program Units: Text This is either PMM, Major Shear, Minor Shear or Other indicating the origin of the reported TotalRatio. Field: Combo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the stress ratio is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Table: Steel Details 1 - Summary Data - EUROCODE 3-1993 Field: DesignSect Page 2661 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Location Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Details 1 - Summary Data - Eurocode 3-2005 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Table: Steel Details 1 - Summary Data - Eurocode 3-2005 Field: Location Page 2662 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'Overstressed', 'See ErrMsg', 'See WarnMsg', 'See ErrMsg and WarnMsg', or 'Overstressed and See WarnMsg' indicating the design status. Field: Ratio Field is Imported: No Format: Controlled by program Units: Unitless The controlling stress ratio at the specified location. Field: RatioType Field is Imported: No Format: Controlled by program Units: Text This is either PMM, Major Shear, Minor Shear or Other indicating the origin of the reported TotalRatio. Field: Combo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the stress ratio is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: Location Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Table: Steel Details 1 - Summary Data - Eurocode 3-2005 Field: Status Page 2663 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Details 1 - Summary Data - Indian IS:800-1998 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'Overstressed', 'See ErrMsg', 'See WarnMsg', 'See ErrMsg and WarnMsg', or 'Overstressed and See WarnMsg' indicating the design status. Table: Steel Details 1 - Summary Data - Indian IS:800-1998 Field: ErrMsg Page 2664 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Ratio Field is Imported: No Format: Controlled by program Units: Unitless The controlling stress ratio at the specified location. Field: RatioType Field is Imported: No Format: Controlled by program Units: Text This is either PMM, Major Shear, Minor Shear or Other indicating the origin of the reported TotalRatio. Field: Combo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the stress ratio is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: Location Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Table: Steel Details 1 - Summary Data - Indian IS:800-1998 Field: Ratio Page 2665 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Details 1 - Summary Data - Italian UNI 10011 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'Overstressed', 'See ErrMsg', 'See WarnMsg', 'See ErrMsg and WarnMsg', or 'Overstressed and See WarnMsg' indicating the design status. Field: Ratio Field is Imported: No Format: Controlled by program Units: Unitless The controlling stress ratio at the specified location. Table: Steel Details 1 - Summary Data - Italian UNI 10011 Field: WarnMsg Page 2666 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: RatioType Field is Imported: No Format: Controlled by program Units: Text This is either PMM, Major Shear, Minor Shear or Other indicating the origin of the reported TotalRatio. Field: Combo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the stress ratio is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: Location Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Details 1 - Summary Data - Italian UNI 10011 Field: RatioType Page 2667 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Steel Details 1 - Summary Data - UBC97-ASD Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'Overstressed', 'See ErrMsg', 'See WarnMsg', 'See ErrMsg and WarnMsg', or 'Overstressed and See WarnMsg' indicating the design status. Field: Ratio Field is Imported: No Format: Controlled by program Units: Unitless The controlling stress ratio at the specified location. Field: RatioType Field is Imported: No Format: Controlled by program Units: Text This is either PMM, Major Shear, Minor Shear or Other indicating the origin of the reported TotalRatio. Table: Steel Details 1 - Summary Data - UBC97-ASD Field: Frame Page 2668 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Combo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the stress ratio is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: Location Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Details 1 - Summary Data - UBC97-LRFD Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Table: Steel Details 1 - Summary Data - UBC97-LRFD Field: Combo Page 2669 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'Overstressed', 'See ErrMsg', 'See WarnMsg', 'See ErrMsg and WarnMsg', or 'Overstressed and See WarnMsg' indicating the design status. Field: Ratio Field is Imported: No Format: Controlled by program Units: Unitless The controlling stress ratio at the specified location. Field: RatioType Field is Imported: No Format: Controlled by program Units: Text This is either PMM, Major Shear, Minor Shear or Other indicating the origin of the reported TotalRatio. Field: Combo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the stress ratio is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Table: Steel Details 1 - Summary Data - UBC97-LRFD Field: DesignSect Page 2670 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Location Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Details 2 - PMM Details - AISC360-05-IBC2006 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Table: Steel Details 2 - PMM Details - AISC360-05-IBC2006 Field: Location Page 2671 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'Overstressed', 'See ErrMsg', 'See WarnMsg', 'See ErrMsg and WarnMsg', or 'Overstressed and See WarnMsg' indicating the design status. Field: Combo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the PMM details are reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: Location Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: Pr Field is Imported: No Format: Force (Forces section of form) Units: Force The factored axial load for the specified combo. Field: MrMajor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The factored major bending moment for the specified combo. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Table: Steel Details 2 - PMM Details - AISC360-05-IBC2006 Field: Status Page 2672 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: MrMinor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The factored minor bending moment for the specified combo. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: VrMajor Field is Imported: No Format: Force (Forces section of form) Units: Force The factored major shear for the specified combo. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: VrMinor Field is Imported: No Format: Force (Forces section of form) Units: Force The factored minor shear for the specified combo. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: Tr Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The factored torsion (about the local 1-axis) for the specified combo. This item is reported for information only. It is not used in the design. Field: Equation Field is Imported: No Format: Controlled by program Units: Text The equation used to obtain the reported ratios. Table: Steel Details 2 - PMM Details - AISC360-05-IBC2006 Field: MrMinor Page 2673 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: TotalRatio Field is Imported: No Format: Controlled by program Units: Unitless The total PMM stress ratio. This ratio is the sum of the axial, major moment and minor moment stress ratio components. Field: PRatio Field is Imported: No Format: Controlled by program Units: Unitless The axial component of the total PMM stress ratio. The total PMM stress ratio consists of the sum of the axial, major moment and minor moment components. Field: MMajRatio Field is Imported: No Format: Controlled by program Units: Unitless The major moment component of the total PMM stress ratio. The total PMM stress ratio consists of the sum of the axial, major moment and minor moment components. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: MMinRatio Field is Imported: No Format: Controlled by program Units: Unitless The minor moment component of the total PMM stress ratio. The total PMM stress ratio consists of the sum of the axial, major moment and minor moment components. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: VMajRatio Field is Imported: No Format: Controlled by program Units: Unitless The total PMM-VVT stress ratio consists of the sum of the axial, major moment, minor moment, major shear, minor shear and torsion components. See the appropriate equation for the details. Table: Steel Details 2 - PMM Details - AISC360-05-IBC2006 Field: TotalRatio Page 2674 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: VMinRatio Field is Imported: No Format: Controlled by program Units: Unitless The minor shear component of the total PMM-VVT stress ratio. The total PMM-VVT stress ratio consists of the sum of the axial, major moment, minor moment, major shear, minor shear and torsion components. See the appropriate equation for the details. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: TorRatio Field is Imported: No Format: Controlled by program Units: Unitless The torsional component of the total PMM-VVT stress ratio. The total PMM-VVT stress ratio consists of the sum of the axial, major moment, minor moment, major shear, minor shear and torsion components. See the appropriate equation for the details. Field: DCLimit Field is Imported: No Format: Controlled by program Units: Unitless The demand/capacity ratio limit to be used for acceptability. D/C ratios that are less than or equal to this value are considered acceptable. Field: PrDsgn Field is Imported: No Format: Force (Forces section of form) Units: Force The design factored axial force. Field: PcComp Field is Imported: No Format: Force (Forces section of form) Units: Force The axial compressive force capacity. Table: Steel Details 2 - PMM Details - AISC360-05-IBC2006 Field: VMinRatio Page 2675 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: PcTension Field is Imported: No Format: Force (Forces section of form) Units: Force The axial tensile force capacity. Field: MrMajorDsgn Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The design factored major moment. This moment includes applicable amplification factors, if any. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: McMajor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The major axis bending moment capacity. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: MrMinorDsgn Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The design factored minor moment. This moment includes applicable amplification factors, if any. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: McMinor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The minor axis bending moment capacity. Table: Steel Details 2 - PMM Details - AISC360-05-IBC2006 Field: PcTension Page 2676 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: XLMajor Field is Imported: No Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object major axis.This item is specified as a fraction of the frame object length.Multiplying this factor times the frame object length gives the unbraced length for the object.Specifying 0 means the value is program determined. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: XLMinor Field is Imported: No Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object minor axis.This item is specified as a fraction of the frame object length.Multiplying this factor times the frame object length gives the unbraced length for the object.Specifying 0 means the value is program determined. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: XLLTB Field is Imported: No Format: Controlled by program Units: Unitless Unbraced length factor for lateral-torsional buckling for the frame object.This item is specified as a fraction of the frame object length.Multiplying this factor times the frame object length gives the unbraced length for the object.Specifying 0 means the value is program determined. Field: K1Major Field is Imported: No Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object major axis with an assumption that the frame is braced at the joints against sidesway. This item is specified as a fraction of the frame object length.Multiplying the frame object length with this factor gives the Table: Steel Details 2 - PMM Details - AISC360-05-IBC2006 Field: XLMajor Page 2677 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation effective length for the object.Specifying 0 means the value is program determined.For beam design, this factor is always taken as 1 regardless of what may be specified in the overwrites.This factor is used for B1 factor. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: K1Minor Field is Imported: No Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object minor axis with an assumption that the frame is braced at the joints against sidesway. This item is specified as a fraction of the frame object length.Multiplying the frame object length with this factor gives the effective length for the object.Specifying 0 means the value is program determined.For beam design, this factor is always taken as 1 regardless of what may be specified in the overwrites.This factor is used for B1 factor. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: K2Major Field is Imported: No Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object major axis.This item is specified as a fraction of the frame object length.Multiplying the frame object length with this factor gives the effective length for the object.Specifying 0 means the value is program determined.For beam design, this factor is always taken as 1 regardless of what may be specified in the overwrites.This factor is used for axial compression capacity. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: K2Minor Field is Imported: No Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object minor axis.This item is specified as a fraction of the frame object length.Multiplying the frame object length with this factor gives the effective length for the object.Specifying 0 means the value is program determined.For beam design, this factor is always taken as 1 regardless of what may be specified in the overwrites.This factor is used for axial compression capacity. Table: Steel Details 2 - PMM Details - AISC360-05-IBC2006 Field: K1Minor Page 2678 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: KLTB Field is Imported: No Format: Controlled by program Units: Unitless Effective length factor for lateral-torsional buckling. This item is specified as a fraction of the frame object length.Multiplying the frame object length with this factor gives the effective length for the object.Specifying 0 means the value is program determined.For beam design, this factor is taken as 1 by default. The should be set by the user. Field: CmMajor Field is Imported: No Format: Controlled by program Units: Unitless Unitless factor, Cm for major axis bending, used in determining the interaction ratio. It captures the effect of non-uniform moment distribution along the length.Specifying 0 means the value is program determined. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: CmMinor Field is Imported: No Format: Controlled by program Units: Unitless Unitless factor, Cm for minor axis bending, used in determining the interaction ratio. It captures the effect of non-uniform moment distribution along the length.Specifying 0 means the value is program determined. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: Cb Field is Imported: No Format: Controlled by program Units: Unitless Unitless factor, Cb, used in determining the allowable bending capacity. It captures the effect of non-uniform moment distribution along the length.Specifying 0 means the value is program determined. Table: Steel Details 2 - PMM Details - AISC360-05-IBC2006 Field: KLTB Page 2679 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: B1Major Field is Imported: No Format: Controlled by program Units: Unitless Unitless moment magnification factor for non-sway major axis bending moment.Specifying 0 means the value is program determined. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: B1Minor Field is Imported: No Format: Controlled by program Units: Unitless Unitless moment magnification factor for non-sway minor axis bending moment.Specifying 0 means the value is program determined. For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: B2Major Field is Imported: No Format: Controlled by program Units: Unitless Unitless moment magnification factor for sway major-axis bending moment. Specifying 0 means the value is program determined.The program determined value is taken as 1 because it is assumed that P-Delta effects were specified to be included in the analysis, and thus no further magnification is required. For symmetrical sections major bending is bending about the local 3-axis.For unsymmetrical sections (e.g., angles)major bending is the bending about the section principal axis with the larger moment of inertia. Field: B2Minor Field is Imported: No Format: Controlled by program Units: Unitless Unitless moment magnification factor for sway minor-axis bending moment. Specifying 0 means the value is program determined.The program determined value is taken as 1 because it is assumed that P-Delta effects were specified to be included in the analysis, and thus no further magnification is required. Table: Steel Details 2 - PMM Details - AISC360-05-IBC2006 Field: B1Major Page 2680 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation For symmetrical sections minor bending is bending about the local 2-axis.For unsymmetrical sections (e.g., angles)minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: Fy Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The steel yield stress for the design section. Field: E Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The modulus of elasticity for the design section. Field: Length Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The total length of the frame object (not clear length). Field: MajAxisAng Field is Imported: No Format: Angles (Structure Dimensions section of form) Units: Degrees The angle measured counterclockwise from the local 3-axis to the major axis. Field: RLLF Field is Imported: No Format: Controlled by program Units: Unitless The live load reduction factor.A reducible live load is multiplied by this factor to obtain the reduced live load for the frame object.Specifying 0 means the value is program determined. Field: SectClass Field is Imported: No Format: Controlled by program Units: Text This is either Compact, Non-Compact, Slender, Too Slender or Seismic indicating the classification of the section. Table: Steel Details 2 - PMM Details - AISC360-05-IBC2006 Field: Fy Page 2681 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: FramingType Field is Imported: No Format: Controlled by program Units: Text This is either"Moment Frame" or "Braced Frame". This item is used for ductility considerations in the design. Field: SDC Field is Imported: No Format: Controlled by program Units: Text This is either"A", "B", "C", "D", "E", or "F". This is related to seismic design. This is a function of Occupancy Category and Sds or Sd1. See AISC 7-05 section 11.6 for details. Field: Omega0 Field is Imported: No Format: Controlled by program Units: Unitless This is called the System Overstrength Factor. This is a function of Seismic Force Resisting System. It can assume different values in two orthogonal directions. The Omega0 value specified here is solely used for design. The program uses the same value for all directions. See AISC 7-05 section 12.2.1 and Table 12.2-1 for details. Field: SystemCd Field is Imported: No Format: Controlled by program Units: Unitless This is called the Deflection Amplification Factor. This is a function of Seismic Force Resisting System. It can assume different values in two orthogonal directions. The Cd value specified here is solely used for design. The program uses the same value for all directions. See AISC 7-05 section 12.2.1 and Table 12.2-1 for details. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Table: Steel Details 2 - PMM Details - AISC360-05-IBC2006 Field: FramingType Page 2682 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Details 2 - PMM Details - AISC-ASD01 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'Overstressed', 'See ErrMsg', 'See WarnMsg', 'See ErrMsg and WarnMsg', or 'Overstressed and See WarnMsg' indicating the design status. Field: Combo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the PMM details are reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). Table: Steel Details 2 - PMM Details - AISC-ASD01 Field: WarnMsg Page 2683 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: Location Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: P Field is Imported: No Format: Force (Forces section of form) Units: Force The axial load for the specified combo. Field: MMajor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The major bending moment for the specified combo. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: MMinor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The minor bending moment for the specified combo. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: VMajor Field is Imported: No Format: Force (Forces section of form) Units: Force The major shear for the specified combo. Table: Steel Details 2 - PMM Details - AISC-ASD01 Field: Location Page 2684 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: VMinor Field is Imported: No Format: Force (Forces section of form) Units: Force The minor shear for the specified combo. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: T Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The torsion (about the local 1-axis) for the specified combo. This item is reported for information only. It is not used in the design. Field: Equation Field is Imported: No Format: Controlled by program Units: Text The equation used to obtain the reported ratios. Field: TotalRatio Field is Imported: No Format: Controlled by program Units: Unitless The total PMM stress ratio. This ratio is the sum of the axial, major moment and minor moment stress ratio components. Field: PRatio Field is Imported: No Format: Controlled by program Units: Unitless The axial component of the total PMM stress ratio. The total PMM stress ratio consists of the sum of the axial, major moment and minor moment components. Table: Steel Details 2 - PMM Details - AISC-ASD01 Field: VMinor Page 2685 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: MMajRatio Field is Imported: No Format: Controlled by program Units: Unitless The major moment component of the total PMM stress ratio. The total PMM stress ratio consists of the sum of the axial, major moment and minor moment components. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: MMinRatio Field is Imported: No Format: Controlled by program Units: Unitless The minor moment component of the total PMM stress ratio. The total PMM stress ratio consists of the sum of the axial, major moment and minor moment components. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: SRLimit Field is Imported: No Format: Controlled by program Units: Unitless The stress ratio limit as specified in the preferences. Stress ratios that are less than or equal to this value are considered acceptable. Field: PDsgn Field is Imported: No Format: Force (Forces section of form) Units: Force The design axial force. Field: ffa Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The design axial stress. Table: Steel Details 2 - PMM Details - AISC-ASD01 Field: MMajRatio Page 2686 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Fa Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The allowable axial compressive stress. Field: Ft Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The allowable axial tensile stress. Field: MMajDsgn Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The design major moment. This moment includes applicable amplification factors, if any. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: ffbMajor Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The design major moment bending stress. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: FbMajor Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The allowable major axis bending stress. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Table: Steel Details 2 - PMM Details - AISC-ASD01 Field: Fa Page 2687 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: FeMajor Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 Euler stress for major axis bending stress divided by a factor of safety. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: CmMajor Field is Imported: No Format: Controlled by program Units: Unitless Unitless factor, Cm, for major axis bending used in determining the stress ratio. It captures the effect of non-uniform moment distribution along the length. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: XKMajor Field is Imported: No Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object local major axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the effective length for the object. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: XLMajor Field is Imported: No Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object major axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the unbraced length for the object. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Table: Steel Details 2 - PMM Details - AISC-ASD01 Field: FeMajor Page 2688 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Cb Field is Imported: No Format: Controlled by program Units: Unitless Unitless factor, Cb, used in determining the allowable bending stress. Field: MMinDsgn Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The design minor moment. This moment includes applicable amplification factors, if any. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: ffbMinor Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The design minor moment bending stress. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: FbMinor Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The allowable minor axis bending stress. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: FeMinor Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 Euler stress for minor axis bending stress divided by a factor of safety. Table: Steel Details 2 - PMM Details - AISC-ASD01 Field: Cb Page 2689 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: CmMinor Field is Imported: No Format: Controlled by program Units: Unitless Unitless factor, Cm, for minor axis bending used in determining the stress ratio. It captures the effect of non-uniform moment distribution along the length. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: XKMinor Field is Imported: No Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object minor axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the effective length for the object. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: XLMinor Field is Imported: No Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object minor axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the unbraced length for the object. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: Fy Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The steel yield stress for the design section. Table: Steel Details 2 - PMM Details - AISC-ASD01 Field: CmMinor Page 2690 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: E Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The modulus of elasticity for the design section. Field: Length Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The total length of the frame object (not clear length). Field: MajAxisAng Field is Imported: No Format: Angles (Structure Dimensions section of form) Units: Degrees The angle measured counterclockwise from the local 3-axis to the major axis. Field: RLLF Field is Imported: No Format: Controlled by program Units: Unitless The reduced live load factor. A reducible live load is multiplied by this factor to obtain the reduced live load for the frame object. Field: SectClass Field is Imported: No Format: Controlled by program Units: Text This is either Compact, Non-Compact, Slender, Too Slender or Seismic indicating the classification of the section. Field: FramingType Field is Imported: No Format: Controlled by program Units: Text The framing type. This is either Moment Frame or Braced Frame. This item is used for ductility considerations in the design. Table: Steel Details 2 - PMM Details - AISC-ASD01 Field: E Page 2691 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: SeisZone Field is Imported: No Format: Controlled by program Units: Text The seismic zone. This is either Zone 0, Zone 1, Zone 2, Zone 3 or Zone 4. Field: Omega0 Field is Imported: No Format: Controlled by program Units: Unitless Omega0 factor that is related to seismic force and ductility. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Details 2 - PMM Details - AISC-ASD89 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Table: Steel Details 2 - PMM Details - AISC-ASD89 Field: SeisZone Page 2692 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'Overstressed', 'See ErrMsg', 'See WarnMsg', 'See ErrMsg and WarnMsg', or 'Overstressed and See WarnMsg' indicating the design status. Field: Combo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the PMM details are reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: Location Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: P Field is Imported: No Format: Force (Forces section of form) Units: Force The axial load for the specified combo. Field: MMajor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The major bending moment for the specified combo. Table: Steel Details 2 - PMM Details - AISC-ASD89 Field: DesignType Page 2693 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: MMinor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The minor bending moment for the specified combo. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: VMajor Field is Imported: No Format: Force (Forces section of form) Units: Force The major shear for the specified combo. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: VMinor Field is Imported: No Format: Force (Forces section of form) Units: Force The minor shear for the specified combo. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: T Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The torsion (about the local 1-axis) for the specified combo. This item is reported for information only. It is not used in the design. Table: Steel Details 2 - PMM Details - AISC-ASD89 Field: MMinor Page 2694 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Equation Field is Imported: No Format: Controlled by program Units: Text The equation used to obtain the reported ratios. Field: TotalRatio Field is Imported: No Format: Controlled by program Units: Unitless The total PMM stress ratio. This ratio is the sum of the axial, major moment and minor moment stress ratio components. Field: PRatio Field is Imported: No Format: Controlled by program Units: Unitless The axial component of the total PMM stress ratio. The total PMM stress ratio consists of the sum of the axial, major moment and minor moment components. Field: MMajRatio Field is Imported: No Format: Controlled by program Units: Unitless The major moment component of the total PMM stress ratio. The total PMM stress ratio consists of the sum of the axial, major moment and minor moment components. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: MMinRatio Field is Imported: No Format: Controlled by program Units: Unitless The minor moment component of the total PMM stress ratio. The total PMM stress ratio consists of the sum of the axial, major moment and minor moment components. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Steel Details 2 - PMM Details - AISC-ASD89 Field: Equation Page 2695 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: SRLimit Field is Imported: No Format: Controlled by program Units: Unitless The stress ratio limit as specified in the preferences. Stress ratios that are less than or equal to this value are considered acceptable. Field: PDsgn Field is Imported: No Format: Force (Forces section of form) Units: Force The design axial force. Field: ffa Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The design axial stress. Field: Fa Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The allowable axial compressive stress. Field: Ft Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The allowable axial tensile stress. Field: MMajDsgn Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The design major moment. This moment includes applicable amplification factors, if any. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Table: Steel Details 2 - PMM Details - AISC-ASD89 Field: SRLimit Page 2696 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ffbMajor Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The design major moment bending stress. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: FbMajor Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The allowable major axis bending stress. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: FeMajor Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 Euler stress for major axis bending stress divided by a factor of safety. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: CmMajor Field is Imported: No Format: Controlled by program Units: Unitless Unitless factor, Cm, for major axis bending used in determining the stress ratio. It captures the effect of non-uniform moment distribution along the length. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Table: Steel Details 2 - PMM Details - AISC-ASD89 Field: ffbMajor Page 2697 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: XKMajor Field is Imported: No Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object local major axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the effective length for the object. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: XLMajor Field is Imported: No Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object major axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the unbraced length for the object. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: Cb Field is Imported: No Format: Controlled by program Units: Unitless Unitless factor, Cb, used in determining the allowable bending stress. Field: MMinDsgn Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The design minor moment. This moment includes applicable amplification factors, if any. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Steel Details 2 - PMM Details - AISC-ASD89 Field: XKMajor Page 2698 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ffbMinor Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The design minor moment bending stress. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: FbMinor Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The allowable minor axis bending stress. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: FeMinor Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 Euler stress for minor axis bending stress divided by a factor of safety. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: CmMinor Field is Imported: No Format: Controlled by program Units: Unitless Unitless factor, Cm, for minor axis bending used in determining the stress ratio. It captures the effect of non-uniform moment distribution along the length. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Steel Details 2 - PMM Details - AISC-ASD89 Field: ffbMinor Page 2699 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: XKMinor Field is Imported: No Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object minor axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the effective length for the object. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: XLMinor Field is Imported: No Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object minor axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the unbraced length for the object. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: Fy Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The steel yield stress for the design section. Field: E Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The modulus of elasticity for the design section. Field: Length Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The total length of the frame object (not clear length). Table: Steel Details 2 - PMM Details - AISC-ASD89 Field: XKMinor Page 2700 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: MajAxisAng Field is Imported: No Format: Angles (Structure Dimensions section of form) Units: Degrees The angle measured counterclockwise from the local 3-axis to the major axis. Field: RLLF Field is Imported: No Format: Controlled by program Units: Unitless The reduced live load factor. A reducible live load is multiplied by this factor to obtain the reduced live load for the frame object. Field: SectClass Field is Imported: No Format: Controlled by program Units: Text This is either Compact, Non-Compact, Slender, Too Slender or Seismic indicating the classification of the section. Field: FramingType Field is Imported: No Format: Controlled by program Units: Text The framing type. This is either Moment Frame or Braced Frame. This item is used for ductility considerations in the design. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Details 2 - PMM Details - AISC-ASD89 Field: MajAxisAng Page 2701 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Steel Details 2 - PMM Details - AISC-LRFD93 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'Overstressed', 'See ErrMsg', 'See WarnMsg', 'See ErrMsg and WarnMsg', or 'Overstressed and See WarnMsg' indicating the design status. Field: Combo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the PMM details are reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Table: Steel Details 2 - PMM Details - AISC-LRFD93 Field: Frame Page 2702 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Location Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: Pu Field is Imported: No Format: Force (Forces section of form) Units: Force The factored axial load for the specified combo. Field: MuMajor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The factored major bending moment for the specified combo. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: MuMinor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The factored minor bending moment for the specified combo. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: VuMajor Field is Imported: No Format: Force (Forces section of form) Units: Force The factored major shear for the specified combo. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Table: Steel Details 2 - PMM Details - AISC-LRFD93 Field: Location Page 2703 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VuMinor Field is Imported: No Format: Force (Forces section of form) Units: Force The factored minor shear for the specified combo. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: Tu Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The factored torsion (about the local 1-axis) for the specified combo. This item is reported for information only. It is not used in the design. Field: Equation Field is Imported: No Format: Controlled by program Units: Text The equation used to obtain the reported ratios. Field: TotalRatio Field is Imported: No Format: Controlled by program Units: Unitless The total PMM stress ratio. This ratio is the sum of the axial, major moment and minor moment stress ratio components. Field: PRatio Field is Imported: No Format: Controlled by program Units: Unitless The axial component of the total PMM stress ratio. The total PMM stress ratio consists of the sum of the axial, major moment and minor moment components. Table: Steel Details 2 - PMM Details - AISC-LRFD93 Field: VuMinor Page 2704 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: MMajRatio Field is Imported: No Format: Controlled by program Units: Unitless The major moment component of the total PMM stress ratio. The total PMM stress ratio consists of the sum of the axial, major moment and minor moment components. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: MMinRatio Field is Imported: No Format: Controlled by program Units: Unitless The minor moment component of the total PMM stress ratio. The total PMM stress ratio consists of the sum of the axial, major moment and minor moment components. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: SRLimit Field is Imported: No Format: Controlled by program Units: Unitless The stress ratio limit as specified in the preferences. Stress ratios that are less than or equal to this value are considered acceptable. Field: PuDsgn Field is Imported: No Format: Force (Forces section of form) Units: Force The design factored axial force. Field: PhiPnc Field is Imported: No Format: Force (Forces section of form) Units: Force The axial compressive force capacity. Table: Steel Details 2 - PMM Details - AISC-LRFD93 Field: MMajRatio Page 2705 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: PhiPnt Field is Imported: No Format: Force (Forces section of form) Units: Force The axial tensile force capacity. Field: MuMajDsgn Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The design factored major moment. This moment includes applicable amplification factors, if any. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: PhiMnMaj Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The major axis bending moment capacity. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: CmMajor Field is Imported: No Format: Controlled by program Units: Unitless Unitless factor, Cm, for major axis bending used in determining the stress ratio. It captures the effect of non-uniform moment distribution along the length. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: B1Major Field is Imported: No Format: Controlled by program Units: Unitless Unitless moment magnification factor for non-sway major-axis bending moment. Nonsway moments are assumed to be those resulting from dead and live loads. Table: Steel Details 2 - PMM Details - AISC-LRFD93 Field: PhiPnt Page 2706 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: B2Major Field is Imported: No Format: Controlled by program Units: Unitless Unitless moment magnification factor for sway major-axis bending moment. Sway moments are assumed to be those resulting from all loads except dead and live loads. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: XKMajor Field is Imported: No Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object local major axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the effective length for the object. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: XLMajor Field is Imported: No Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object major axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the unbraced length for the object. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: Cb Field is Imported: No Format: Controlled by program Units: Unitless Unitless factor, Cb, used in determining the allowable bending stress. Table: Steel Details 2 - PMM Details - AISC-LRFD93 Field: B2Major Page 2707 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: MuMinDsgn Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The design factored minor moment. This moment includes applicable amplification factors, if any. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: PhiMnMin Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The minor axis bending moment capacity. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: CmMinor Field is Imported: No Format: Controlled by program Units: Unitless Unitless factor, Cm, for minor axis bending used in determining the stress ratio. It captures the effect of non-uniform moment distribution along the length. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: B1Minor Field is Imported: No Format: Controlled by program Units: Unitless Unitless moment magnification factor for non-sway minor-axis bending moment. Nonsway moments are assumed to be those resulting from dead and live loads. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Steel Details 2 - PMM Details - AISC-LRFD93 Field: MuMinDsgn Page 2708 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: B2Minor Field is Imported: No Format: Controlled by program Units: Unitless Unitless moment magnification factor for sway minor-axis bending moment. Sway moments are assumed to be those resulting from all loads except dead and live loads. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: XKMinor Field is Imported: No Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object minor axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the effective length for the object. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: XLMinor Field is Imported: No Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object minor axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the unbraced length for the object. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: Fy Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The steel yield stress for the design section. Table: Steel Details 2 - PMM Details - AISC-LRFD93 Field: B2Minor Page 2709 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: E Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The modulus of elasticity for the design section. Field: Length Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The total length of the frame object (not clear length). Field: MajAxisAng Field is Imported: No Format: Angles (Structure Dimensions section of form) Units: Degrees The angle measured counterclockwise from the local 3-axis to the major axis. Field: RLLF Field is Imported: No Format: Controlled by program Units: Unitless The reduced live load factor. A reducible live load is multiplied by this factor to obtain the reduced live load for the frame object. Field: SectClass Field is Imported: No Format: Controlled by program Units: Text This is either Compact, Non-Compact, Slender, Too Slender or Seismic indicating the classification of the section. Field: FramingType Field is Imported: No Format: Controlled by program Units: Text The framing type. This is either Moment Frame or Braced Frame. This item is used for ductility considerations in the design. Table: Steel Details 2 - PMM Details - AISC-LRFD93 Field: E Page 2710 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: SeisZone Field is Imported: No Format: Controlled by program Units: Text The seismic zone. This is either Zone 0, Zone 1, Zone 2, Zone 3 or Zone 4. Field: Omega0 Field is Imported: No Format: Controlled by program Units: Unitless Omega0 factor that is related to seismic force and ductility. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Details 2 - PMM Details - AISC-LRFD99 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Table: Steel Details 2 - PMM Details - AISC-LRFD99 Field: SeisZone Page 2711 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'Overstressed', 'See ErrMsg', 'See WarnMsg', 'See ErrMsg and WarnMsg', or 'Overstressed and See WarnMsg' indicating the design status. Field: Combo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the PMM details are reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: Location Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: Pu Field is Imported: No Format: Force (Forces section of form) Units: Force The factored axial load for the specified combo. Field: MuMajor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The factored major bending moment for the specified combo. Table: Steel Details 2 - PMM Details - AISC-LRFD99 Field: DesignType Page 2712 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: MuMinor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The factored minor bending moment for the specified combo. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: VuMajor Field is Imported: No Format: Force (Forces section of form) Units: Force The factored major shear for the specified combo. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: VuMinor Field is Imported: No Format: Force (Forces section of form) Units: Force The factored minor shear for the specified combo. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: Tu Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The factored torsion (about the local 1-axis) for the specified combo. This item is reported for information only. It is not used in the design. Table: Steel Details 2 - PMM Details - AISC-LRFD99 Field: MuMinor Page 2713 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Equation Field is Imported: No Format: Controlled by program Units: Text The equation used to obtain the reported ratios. Field: TotalRatio Field is Imported: No Format: Controlled by program Units: Unitless The total PMM stress ratio. This ratio is the sum of the axial, major moment and minor moment stress ratio components. Field: PRatio Field is Imported: No Format: Controlled by program Units: Unitless The axial component of the total PMM stress ratio. The total PMM stress ratio consists of the sum of the axial, major moment and minor moment components. Field: MMajRatio Field is Imported: No Format: Controlled by program Units: Unitless The major moment component of the total PMM stress ratio. The total PMM stress ratio consists of the sum of the axial, major moment and minor moment components. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: MMinRatio Field is Imported: No Format: Controlled by program Units: Unitless The minor moment component of the total PMM stress ratio. The total PMM stress ratio consists of the sum of the axial, major moment and minor moment components. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Steel Details 2 - PMM Details - AISC-LRFD99 Field: Equation Page 2714 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: SRLimit Field is Imported: No Format: Controlled by program Units: Unitless The stress ratio limit as specified in the preferences. Stress ratios that are less than or equal to this value are considered acceptable. Field: PuDsgn Field is Imported: No Format: Force (Forces section of form) Units: Force The design factored axial force. Field: PhiPnc Field is Imported: No Format: Force (Forces section of form) Units: Force The axial compressive force capacity. Field: PhiPnt Field is Imported: No Format: Force (Forces section of form) Units: Force The axial tensile force capacity. Field: MuMajDsgn Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The design factored major moment. This moment includes applicable amplification factors, if any. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: PhiMnMaj Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The major axis bending moment capacity. Table: Steel Details 2 - PMM Details - AISC-LRFD99 Field: SRLimit Page 2715 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: CmMajor Field is Imported: No Format: Controlled by program Units: Unitless Unitless factor, Cm, for major axis bending used in determining the stress ratio. It captures the effect of non-uniform moment distribution along the length. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: B1Major Field is Imported: No Format: Controlled by program Units: Unitless Unitless moment magnification factor for non-sway major-axis bending moment. Nonsway moments are assumed to be those resulting from dead and live loads. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: B2Major Field is Imported: No Format: Controlled by program Units: Unitless Unitless moment magnification factor for sway major-axis bending moment. Sway moments are assumed to be those resulting from all loads except dead and live loads. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: XKMajor Field is Imported: No Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object local major axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the effective length for the object. Table: Steel Details 2 - PMM Details - AISC-LRFD99 Field: CmMajor Page 2716 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: XLMajor Field is Imported: No Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object major axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the unbraced length for the object. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: Cb Field is Imported: No Format: Controlled by program Units: Unitless Unitless factor, Cb, used in determining the allowable bending stress. Field: MuMinDsgn Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The design factored minor moment. This moment includes applicable amplification factors, if any. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: PhiMnMin Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The minor axis bending moment capacity. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Steel Details 2 - PMM Details - AISC-LRFD99 Field: XLMajor Page 2717 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: CmMinor Field is Imported: No Format: Controlled by program Units: Unitless Unitless factor, Cm, for minor axis bending used in determining the stress ratio. It captures the effect of non-uniform moment distribution along the length. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: B1Minor Field is Imported: No Format: Controlled by program Units: Unitless Unitless moment magnification factor for non-sway minor-axis bending moment. Nonsway moments are assumed to be those resulting from dead and live loads. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: B2Minor Field is Imported: No Format: Controlled by program Units: Unitless Unitless moment magnification factor for sway minor-axis bending moment. Sway moments are assumed to be those resulting from all loads except dead and live loads. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: XKMinor Field is Imported: No Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object minor axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the effective length for the object. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Steel Details 2 - PMM Details - AISC-LRFD99 Field: CmMinor Page 2718 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: XLMinor Field is Imported: No Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object minor axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the unbraced length for the object. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: Fy Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The steel yield stress for the design section. Field: E Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The modulus of elasticity for the design section. Field: Length Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The total length of the frame object (not clear length). Field: MajAxisAng Field is Imported: No Format: Angles (Structure Dimensions section of form) Units: Degrees The angle measured counterclockwise from the local 3-axis to the major axis. Field: RLLF Field is Imported: No Format: Controlled by program Units: Unitless The reduced live load factor. A reducible live load is multiplied by this factor to obtain the reduced live load for the frame object. Table: Steel Details 2 - PMM Details - AISC-LRFD99 Field: XLMinor Page 2719 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: SectClass Field is Imported: No Format: Controlled by program Units: Text This is either Compact, Non-Compact, Slender, Too Slender or Seismic indicating the classification of the section. Field: FramingType Field is Imported: No Format: Controlled by program Units: Text The framing type. This is either Moment Frame or Braced Frame. This item is used for ductility considerations in the design. Field: SeisZone Field is Imported: No Format: Controlled by program Units: Text The seismic zone. This is either Zone 0, Zone 1, Zone 2, Zone 3 or Zone 4. Field: Omega0 Field is Imported: No Format: Controlled by program Units: Unitless Omega0 factor that is related to seismic force and ductility. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Details 2 - PMM Details - AISC-LRFD99 Field: SectClass Page 2720 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Steel Details 2 - PMM Details - API RP2A-LRFD 97 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'Overstressed', 'See ErrMsg', 'See WarnMsg', 'See ErrMsg and WarnMsg', or 'Overstressed and See WarnMsg' indicating the design status. Field: Combo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the PMM details are reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Table: Steel Details 2 - PMM Details - API RP2A-LRFD 97 Field: Frame Page 2721 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Location Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: Pu Field is Imported: No Format: Force (Forces section of form) Units: Force The factored axial load for the specified combo. Field: MuMajor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The factored major bending moment for the specified combo. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: MuMinor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The factored minor bending moment for the specified combo. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: VuMajor Field is Imported: No Format: Force (Forces section of form) Units: Force The factored major shear for the specified combo. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Table: Steel Details 2 - PMM Details - API RP2A-LRFD 97 Field: Location Page 2722 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VuMinor Field is Imported: No Format: Force (Forces section of form) Units: Force The factored minor shear for the specified combo. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: Tu Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The factored torsion (about the local 1-axis) for the specified combo. This item is reported for information only. It is not used in the design. Field: Equation Field is Imported: No Format: Controlled by program Units: Text The equation used to obtain the reported ratios. Field: TotalRatio Field is Imported: No Format: Controlled by program Units: Unitless The total PMM stress ratio. This ratio is the sum of the axial, major moment and minor moment stress ratio components. Field: PRatio Field is Imported: No Format: Controlled by program Units: Unitless The axial component of the total PMM stress ratio. The total PMM stress ratio consists of the sum of the axial, major moment and minor moment components. Table: Steel Details 2 - PMM Details - API RP2A-LRFD 97 Field: VuMinor Page 2723 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: MMajRatio Field is Imported: No Format: Controlled by program Units: Unitless The major moment component of the total PMM stress ratio. The total PMM stress ratio consists of the sum of the axial, major moment and minor moment components. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: MMinRatio Field is Imported: No Format: Controlled by program Units: Unitless The minor moment component of the total PMM stress ratio. The total PMM stress ratio consists of the sum of the axial, major moment and minor moment components. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: SRLimit Field is Imported: No Format: Controlled by program Units: Unitless The stress ratio limit as specified in the preferences. Stress ratios that are less than or equal to this value are considered acceptable. Field: PuDsgn Field is Imported: No Format: Force (Forces section of form) Units: Force The design factored axial force. Field: PhiPnc Field is Imported: No Format: Force (Forces section of form) Units: Force The axial compressive force capacity. Table: Steel Details 2 - PMM Details - API RP2A-LRFD 97 Field: MMajRatio Page 2724 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: PhiPnt Field is Imported: No Format: Force (Forces section of form) Units: Force The axial tensile force capacity. Field: MuMajDsgn Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The design factored major moment. This moment includes applicable amplification factors, if any. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: PhiMnMaj Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The major axis bending moment capacity. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: CmMajor Field is Imported: No Format: Controlled by program Units: Unitless Unitless factor, Cm, for major axis bending used in determining the stress ratio. It captures the effect of non-uniform moment distribution along the length. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: B1Major Field is Imported: No Format: Controlled by program Units: Unitless Unitless moment magnification factor for non-sway major-axis bending moment. Nonsway moments are assumed to be those resulting from dead and live loads. Table: Steel Details 2 - PMM Details - API RP2A-LRFD 97 Field: PhiPnt Page 2725 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: B2Major Field is Imported: No Format: Controlled by program Units: Unitless Unitless moment magnification factor for sway major-axis bending moment. Sway moments are assumed to be those resulting from all loads except dead and live loads. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: XKMajor Field is Imported: No Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object local major axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the effective length for the object. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: XLMajor Field is Imported: No Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object major axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the unbraced length for the object. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: Cb Field is Imported: No Format: Controlled by program Units: Unitless Unitless factor, Cb, used in determining the allowable bending stress. Table: Steel Details 2 - PMM Details - API RP2A-LRFD 97 Field: B2Major Page 2726 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: MuMinDsgn Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The design factored minor moment. This moment includes applicable amplification factors, if any. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: PhiMnMin Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The minor axis bending moment capacity. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: CmMinor Field is Imported: No Format: Controlled by program Units: Unitless Unitless factor, Cm, for minor axis bending used in determining the stress ratio. It captures the effect of non-uniform moment distribution along the length. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: B1Minor Field is Imported: No Format: Controlled by program Units: Unitless Unitless moment magnification factor for non-sway minor-axis bending moment. Nonsway moments are assumed to be those resulting from dead and live loads. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Steel Details 2 - PMM Details - API RP2A-LRFD 97 Field: MuMinDsgn Page 2727 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: B2Minor Field is Imported: No Format: Controlled by program Units: Unitless Unitless moment magnification factor for sway minor-axis bending moment. Sway moments are assumed to be those resulting from all loads except dead and live loads. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: XKMinor Field is Imported: No Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object minor axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the effective length for the object. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: XLMinor Field is Imported: No Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object minor axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the unbraced length for the object. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: Fy Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The steel yield stress for the design section. Table: Steel Details 2 - PMM Details - API RP2A-LRFD 97 Field: B2Minor Page 2728 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: E Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The modulus of elasticity for the design section. Field: Length Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The total length of the frame object (not clear length). Field: MajAxisAng Field is Imported: No Format: Angles (Structure Dimensions section of form) Units: Degrees The angle measured counterclockwise from the local 3-axis to the major axis. Field: RLLF Field is Imported: No Format: Controlled by program Units: Unitless The reduced live load factor. A reducible live load is multiplied by this factor to obtain the reduced live load for the frame object. Field: SectClass Field is Imported: No Format: Controlled by program Units: Text This is either Compact, Non-Compact, Slender, Too Slender or Seismic indicating the classification of the section. Field: FramingType Field is Imported: No Format: Controlled by program Units: Text The framing type. This is either Moment Frame or Braced Frame. This item is used for ductility considerations in the design. Table: Steel Details 2 - PMM Details - API RP2A-LRFD 97 Field: E Page 2729 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Details 2 - PMM Details for Pipes - API RP2A-LRFD 97 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'Overstressed', 'See ErrMsg', 'See WarnMsg', 'See ErrMsg and WarnMsg', or 'Overstressed and See WarnMsg' indicating the design status. Table: Steel Details 2 - PMM Details for Pipes - API RP2A-LRFD 97 Field: ErrMsg Page 2730 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Combo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the PMM details are reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: Location Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: Pu Field is Imported: No Format: Force (Forces section of form) Units: Force The factored axial load for the specified combo. Field: MuMajor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The factored major bending moment for the specified combo. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: MuMinor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The factored minor bending moment for the specified combo. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Steel Details 2 - PMM Details for Pipes - API RP2A-LRFD 97 Field: Combo Page 2731 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VuMajor Field is Imported: No Format: Force (Forces section of form) Units: Force The factored major shear for the specified combo. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: VuMinor Field is Imported: No Format: Force (Forces section of form) Units: Force The factored minor shear for the specified combo. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: Tu Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The factored torsion (about the local 1-axis) for the specified combo. This item is reported for information only. It is not used in the design. Field: Equation Field is Imported: No Format: Controlled by program Units: Text The equation used to obtain the reported ratios. Field: TotalRatio Field is Imported: No Format: Controlled by program Units: Unitless The total PMM stress ratio. This ratio is the sum of the axial, major moment and minor moment stress ratio components. Table: Steel Details 2 - PMM Details for Pipes - API RP2A-LRFD 97 Field: VuMajor Page 2732 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: PRatio Field is Imported: No Format: Controlled by program Units: Unitless The axial component of the total PMM stress ratio. The total PMM stress ratio consists of the sum of the axial, major moment and minor moment components. Field: MMajRatio Field is Imported: No Format: Controlled by program Units: Unitless The major moment component of the total PMM stress ratio. The total PMM stress ratio consists of the sum of the axial, major moment and minor moment components. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: MMinRatio Field is Imported: No Format: Controlled by program Units: Unitless The minor moment component of the total PMM stress ratio. The total PMM stress ratio consists of the sum of the axial, major moment and minor moment components. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: SRLimit Field is Imported: No Format: Controlled by program Units: Unitless The stress ratio limit as specified in the preferences. Stress ratios that are less than or equal to this value are considered acceptable. Field: PuDsgn Field is Imported: No Format: Force (Forces section of form) Units: Force The design factored axial force. Table: Steel Details 2 - PMM Details for Pipes - API RP2A-LRFD 97 Field: PRatio Page 2733 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: PhiPnc Field is Imported: No Format: Force (Forces section of form) Units: Force The axial compressive force capacity. Field: PhiPnt Field is Imported: No Format: Force (Forces section of form) Units: Force The axial tensile force capacity. Field: Fxe Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The elastic local buckling strength in stress units. Field: Fxc Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The inelastic local buckling strength in stress units. Field: Fh Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The hoop stress due to hydrostatic pressure. Field: PhiFhc Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The critical hoop buckling stress. Field: Fhe Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The elastic hoop buckling stress. Table: Steel Details 2 - PMM Details for Pipes - API RP2A-LRFD 97 Field: PhiPnc Page 2734 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Fx Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The factor fx used in computing the combined axial compression, bending and hydrostatic pressure interaction ratio. Field: A Field is Imported: No Format: Controlled by program Units: Unitless The factor A used in computing the combined axial tension, bending and hydrostatic pressure interaction ratio. Field: B Field is Imported: No Format: Controlled by program Units: Unitless The factor B used in computing the combined axial tension, bending and hydrostatic pressure interaction ratio. Field: Eta Field is Imported: No Format: Controlled by program Units: Unitless The factor Eta (Greek letter) used in computing the combined axial tension, bending and hydrostatic pressure interaction ratio. Field: HydroPressu Field is Imported: No Format: Force/Area (Forces section of form) Units: Force/Length2 The factored confining hydrostatic pressure. Field: MuMajDsgn Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The design factored major moment. This moment includes applicable amplification factors, if any. Table: Steel Details 2 - PMM Details for Pipes - API RP2A-LRFD 97 Field: Fx Page 2735 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: PhiMnMaj Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The major axis bending moment capacity. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: CmMajor Field is Imported: No Format: Controlled by program Units: Unitless Unitless factor, Cm, for major axis bending used in determining the stress ratio. It captures the effect of non-uniform moment distribution along the length. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: B1Major Field is Imported: No Format: Controlled by program Units: Unitless Unitless moment magnification factor for non-sway major-axis bending moment. Nonsway moments are assumed to be those resulting from dead and live loads. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: B2Major Field is Imported: No Format: Controlled by program Units: Unitless Unitless moment magnification factor for sway major-axis bending moment. Sway moments are assumed to be those resulting from all loads except dead and live loads. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Table: Steel Details 2 - PMM Details for Pipes - API RP2A-LRFD 97 Field: PhiMnMaj Page 2736 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: XKMajor Field is Imported: No Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object local major axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the effective length for the object. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: XLMajor Field is Imported: No Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object major axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the unbraced length for the object. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: Cb Field is Imported: No Format: Controlled by program Units: Unitless Unitless factor, Cb, used in determining the allowable bending stress. Field: MuMinDsgn Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The design factored minor moment. This moment includes applicable amplification factors, if any. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Steel Details 2 - PMM Details for Pipes - API RP2A-LRFD 97 Field: XKMajor Page 2737 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: PhiMnMin Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The minor axis bending moment capacity. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: CmMinor Field is Imported: No Format: Controlled by program Units: Unitless Unitless factor, Cm, for minor axis bending used in determining the stress ratio. It captures the effect of non-uniform moment distribution along the length. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: B1Minor Field is Imported: No Format: Controlled by program Units: Unitless Unitless moment magnification factor for non-sway minor-axis bending moment. Nonsway moments are assumed to be those resulting from dead and live loads. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: B2Minor Field is Imported: No Format: Controlled by program Units: Unitless Unitless moment magnification factor for sway minor-axis bending moment. Sway moments are assumed to be those resulting from all loads except dead and live loads. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Steel Details 2 - PMM Details for Pipes - API RP2A-LRFD 97 Field: PhiMnMin Page 2738 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: XKMinor Field is Imported: No Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object minor axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the effective length for the object. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: XLMinor Field is Imported: No Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object minor axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the unbraced length for the object. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: Fy Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The steel yield stress for the design section. Field: E Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The modulus of elasticity for the design section. Field: Length Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The total length of the frame object (not clear length). Table: Steel Details 2 - PMM Details for Pipes - API RP2A-LRFD 97 Field: XKMinor Page 2739 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: MajAxisAng Field is Imported: No Format: Angles (Structure Dimensions section of form) Units: Degrees The angle measured counterclockwise from the local 3-axis to the major axis. Field: RLLF Field is Imported: No Format: Controlled by program Units: Unitless The reduced live load factor. A reducible live load is multiplied by this factor to obtain the reduced live load for the frame object. Field: SectClass Field is Imported: No Format: Controlled by program Units: Text This is either Compact, Non-Compact, Slender, Too Slender or Seismic indicating the classification of the section. Field: FramingType Field is Imported: No Format: Controlled by program Units: Text The framing type. This is either Moment Frame or Braced Frame. This item is used for ductility considerations in the design. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Details 2 - PMM Details for Pipes - API RP2A-LRFD 97 Field: MajAxisAng Page 2740 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Steel Details 2 - PMM Details - API RP2A-WSD2000 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'Overstressed', 'See ErrMsg', 'See WarnMsg', 'See ErrMsg and WarnMsg', or 'Overstressed and See WarnMsg' indicating the design status. Field: Combo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the PMM details are reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Table: Steel Details 2 - PMM Details - API RP2A-WSD2000 Field: Frame Page 2741 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Location Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: P Field is Imported: No Format: Force (Forces section of form) Units: Force The axial load for the specified combo. Field: MMajor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The major bending moment for the specified combo. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: MMinor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The minor bending moment for the specified combo. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: VMajor Field is Imported: No Format: Force (Forces section of form) Units: Force The major shear for the specified combo. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Table: Steel Details 2 - PMM Details - API RP2A-WSD2000 Field: Location Page 2742 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VMinor Field is Imported: No Format: Force (Forces section of form) Units: Force The minor shear for the specified combo. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: T Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The torsion (about the local 1-axis) for the specified combo. This item is reported for information only. It is not used in the design. Field: Equation Field is Imported: No Format: Controlled by program Units: Text The equation used to obtain the reported ratios. Field: TotalRatio Field is Imported: No Format: Controlled by program Units: Unitless The total PMM stress ratio. This ratio is the sum of the axial, major moment and minor moment stress ratio components. Field: PRatio Field is Imported: No Format: Controlled by program Units: Unitless The axial component of the total PMM stress ratio. The total PMM stress ratio consists of the sum of the axial, major moment and minor moment components. Table: Steel Details 2 - PMM Details - API RP2A-WSD2000 Field: VMinor Page 2743 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: MMajRatio Field is Imported: No Format: Controlled by program Units: Unitless The major moment component of the total PMM stress ratio. The total PMM stress ratio consists of the sum of the axial, major moment and minor moment components. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: MMinRatio Field is Imported: No Format: Controlled by program Units: Unitless The minor moment component of the total PMM stress ratio. The total PMM stress ratio consists of the sum of the axial, major moment and minor moment components. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: SRLimit Field is Imported: No Format: Controlled by program Units: Unitless The stress ratio limit as specified in the preferences. Stress ratios that are less than or equal to this value are considered acceptable. Field: PDsgn Field is Imported: No Format: Force (Forces section of form) Units: Force The design axial force. Field: ffa Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The design axial stress. Table: Steel Details 2 - PMM Details - API RP2A-WSD2000 Field: MMajRatio Page 2744 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Fa Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The allowable axial compressive stress. Field: Ft Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The allowable axial tensile stress. Field: MMajDsgn Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The design major moment. This moment includes applicable amplification factors, if any. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: ffbMajor Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The design major moment bending stress. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: FbMajor Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The allowable major axis bending stress. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Table: Steel Details 2 - PMM Details - API RP2A-WSD2000 Field: Fa Page 2745 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: FeMajor Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 Euler stress for major axis bending stress divided by a factor of safety. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: CmMajor Field is Imported: No Format: Controlled by program Units: Unitless Unitless factor, Cm, for major axis bending used in determining the stress ratio. It captures the effect of non-uniform moment distribution along the length. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: XKMajor Field is Imported: No Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object local major axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the effective length for the object. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: XLMajor Field is Imported: No Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object major axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the unbraced length for the object. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Table: Steel Details 2 - PMM Details - API RP2A-WSD2000 Field: FeMajor Page 2746 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Cb Field is Imported: No Format: Controlled by program Units: Unitless Unitless factor, Cb, used in determining the allowable bending stress. Field: MMinDsgn Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The design minor moment. This moment includes applicable amplification factors, if any. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: ffbMinor Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The design minor moment bending stress. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: FbMinor Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The allowable minor axis bending stress. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: FeMinor Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 Euler stress for minor axis bending stress divided by a factor of safety. Table: Steel Details 2 - PMM Details - API RP2A-WSD2000 Field: Cb Page 2747 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: CmMinor Field is Imported: No Format: Controlled by program Units: Unitless Unitless factor, Cm, for minor axis bending used in determining the stress ratio. It captures the effect of non-uniform moment distribution along the length. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: XKMinor Field is Imported: No Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object minor axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the effective length for the object. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: XLMinor Field is Imported: No Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object minor axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the unbraced length for the object. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: Fy Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The steel yield stress for the design section. Table: Steel Details 2 - PMM Details - API RP2A-WSD2000 Field: CmMinor Page 2748 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: E Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The modulus of elasticity for the design section. Field: Length Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The total length of the frame object (not clear length). Field: MajAxisAng Field is Imported: No Format: Angles (Structure Dimensions section of form) Units: Degrees The angle measured counterclockwise from the local 3-axis to the major axis. Field: RLLF Field is Imported: No Format: Controlled by program Units: Unitless The reduced live load factor. A reducible live load is multiplied by this factor to obtain the reduced live load for the frame object. Field: SectClass Field is Imported: No Format: Controlled by program Units: Text This is either Compact, Non-Compact, Slender, Too Slender or Seismic indicating the classification of the section. Field: FramingType Field is Imported: No Format: Controlled by program Units: Text The framing type. This is either Moment Frame or Braced Frame. This item is used for ductility considerations in the design. Table: Steel Details 2 - PMM Details - API RP2A-WSD2000 Field: E Page 2749 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Details 2 - PMM Details for Pipes - API RP2A-WSD2000 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'Overstressed', 'See ErrMsg', 'See WarnMsg', 'See ErrMsg and WarnMsg', or 'Overstressed and See WarnMsg' indicating the design status. Table: Steel Details 2 - PMM Details for Pipes - API RP2A-WSD2000 Field: ErrMsg Page 2750 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Combo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the PMM details are reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: Location Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: P Field is Imported: No Format: Force (Forces section of form) Units: Force The axial load for the specified combo. Field: MMajor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The major bending moment for the specified combo. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: MMinor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The minor bending moment for the specified combo. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Steel Details 2 - PMM Details for Pipes - API RP2A-WSD2000 Field: Combo Page 2751 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VMajor Field is Imported: No Format: Force (Forces section of form) Units: Force The major shear for the specified combo. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: VMinor Field is Imported: No Format: Force (Forces section of form) Units: Force The minor shear for the specified combo. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: T Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The torsion (about the local 1-axis) for the specified combo. This item is reported for information only. It is not used in the design. Field: Equation Field is Imported: No Format: Controlled by program Units: Text The equation used to obtain the reported ratios. Field: TotalRatio Field is Imported: No Format: Controlled by program Units: Unitless The total PMM stress ratio. This ratio is the sum of the axial, major moment and minor moment stress ratio components. Table: Steel Details 2 - PMM Details for Pipes - API RP2A-WSD2000 Field: VMajor Page 2752 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: PRatio Field is Imported: No Format: Controlled by program Units: Unitless The axial component of the total PMM stress ratio. The total PMM stress ratio consists of the sum of the axial, major moment and minor moment components. Field: MMajRatio Field is Imported: No Format: Controlled by program Units: Unitless The major moment component of the total PMM stress ratio. The total PMM stress ratio consists of the sum of the axial, major moment and minor moment components. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: MMinRatio Field is Imported: No Format: Controlled by program Units: Unitless The minor moment component of the total PMM stress ratio. The total PMM stress ratio consists of the sum of the axial, major moment and minor moment components. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: SRLimit Field is Imported: No Format: Controlled by program Units: Unitless The stress ratio limit as specified in the preferences. Stress ratios that are less than or equal to this value are considered acceptable. Field: PDsgn Field is Imported: No Format: Force (Forces section of form) Units: Force The design axial force. Table: Steel Details 2 - PMM Details for Pipes - API RP2A-WSD2000 Field: PRatio Page 2753 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ffa Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The design axial stress. Field: Fa Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The allowable axial compressive stress. Field: Ft Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The allowable axial tensile stress. Field: Fxe Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The elastic local buckling stress. Field: Fxc Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The inelastic local buckling stress. Field: Fh Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The hoop stress due to hydrostatic pressure. Field: Fhc Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The critical hoop buckling stress. Table: Steel Details 2 - PMM Details for Pipes - API RP2A-WSD2000 Field: ffa Page 2754 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Fhe Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The elastic hoop buckling stress. Field: Fx Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The factor fx used in computing the combined axial compression and hydrostatic pressure interaction ratio. Field: A Field is Imported: No Format: Controlled by program Units: Unitless The factor A used in computing the combined axial tension and hydrostatic pressure interaction ratio. Field: B Field is Imported: No Format: Controlled by program Units: Unitless The factor B used in computing the combined axial tension and hydrostatic pressure interaction ratio. Field: HydroPress Field is Imported: No Format: Force/Area (Forces section of form) Units: Force/Length2 The confining hydrostatic pressure. Field: MMajDsgn Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The design major moment. This moment includes applicable amplification factors, if any. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Table: Steel Details 2 - PMM Details for Pipes - API RP2A-WSD2000 Field: Fhe Page 2755 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ffbMajor Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The design major moment bending stress. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: FbMajor Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The allowable major axis bending stress. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: FeMajor Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 Euler stress for major axis bending stress divided by a factor of safety. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: CmMajor Field is Imported: No Format: Controlled by program Units: Unitless Unitless factor, Cm, for major axis bending used in determining the stress ratio. It captures the effect of non-uniform moment distribution along the length. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Table: Steel Details 2 - PMM Details for Pipes - API RP2A-WSD2000 Field: ffbMajor Page 2756 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: XKMajor Field is Imported: No Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object local major axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the effective length for the object. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: XLMajor Field is Imported: No Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object major axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the unbraced length for the object. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: Cb Field is Imported: No Format: Controlled by program Units: Unitless Unitless factor, Cb, used in determining the allowable bending stress. Field: MMinDsgn Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The design minor moment. This moment includes applicable amplification factors, if any. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Steel Details 2 - PMM Details for Pipes - API RP2A-WSD2000 Field: XKMajor Page 2757 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ffbMinor Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The design minor moment bending stress. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: FbMinor Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The allowable minor axis bending stress. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: FeMinor Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 Euler stress for minor axis bending stress divided by a factor of safety. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: CmMinor Field is Imported: No Format: Controlled by program Units: Unitless Unitless factor, Cm, for minor axis bending used in determining the stress ratio. It captures the effect of non-uniform moment distribution along the length. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Steel Details 2 - PMM Details for Pipes - API RP2A-WSD2000 Field: ffbMinor Page 2758 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: XKMinor Field is Imported: No Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object minor axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the effective length for the object. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: XLMinor Field is Imported: No Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object minor axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the unbraced length for the object. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: Fy Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The steel yield stress for the design section. Field: E Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The modulus of elasticity for the design section. Field: Length Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The total length of the frame object (not clear length). Table: Steel Details 2 - PMM Details for Pipes - API RP2A-WSD2000 Field: XKMinor Page 2759 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: MajAxisAng Field is Imported: No Format: Angles (Structure Dimensions section of form) Units: Degrees The angle measured counterclockwise from the local 3-axis to the major axis. Field: RLLF Field is Imported: No Format: Controlled by program Units: Unitless The reduced live load factor. A reducible live load is multiplied by this factor to obtain the reduced live load for the frame object. Field: SectClass Field is Imported: No Format: Controlled by program Units: Text This is either Compact, Non-Compact, Slender, Too Slender or Seismic indicating the classification of the section. Field: FramingType Field is Imported: No Format: Controlled by program Units: Text The framing type. This is either Moment Frame or Braced Frame. This item is used for ductility considerations in the design. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Details 2 - PMM Details for Pipes - API RP2A-WSD2000 Field: MajAxisAng Page 2760 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Steel Details 2 - PMM Details - ASCE 10-97 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'Overstressed', 'See ErrMsg', 'See WarnMsg', 'See ErrMsg and WarnMsg', or 'Overstressed and See WarnMsg' indicating the design status. Field: Combo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the PMM details are reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Table: Steel Details 2 - PMM Details - ASCE 10-97 Field: Frame Page 2761 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Location Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: Pu Field is Imported: No Format: Force (Forces section of form) Units: Force The factored axial load for the specified combo. Field: MuMajor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The factored major bending moment for the specified combo. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: MuMinor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The factored minor bending moment for the specified combo. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: VuMajor Field is Imported: No Format: Force (Forces section of form) Units: Force The factored major shear for the specified combo. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Table: Steel Details 2 - PMM Details - ASCE 10-97 Field: Location Page 2762 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VuMinor Field is Imported: No Format: Force (Forces section of form) Units: Force The factored minor shear for the specified combo. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: Tu Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The factored torsion (about the local 1-axis) for the specified combo. This item is reported for information only. It is not used in the design. Field: Equation Field is Imported: No Format: Controlled by program Units: Text The equation used to obtain the reported ratios. Field: TotalRatio Field is Imported: No Format: Controlled by program Units: Unitless The total PMM stress ratio. This ratio is the sum of the axial, major moment and minor moment stress ratio components. Field: PRatio Field is Imported: No Format: Controlled by program Units: Unitless The axial component of the total PMM stress ratio. The total PMM stress ratio consists of the sum of the axial, major moment and minor moment components. Table: Steel Details 2 - PMM Details - ASCE 10-97 Field: VuMinor Page 2763 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: MMajRatio Field is Imported: No Format: Controlled by program Units: Unitless The major moment component of the total PMM stress ratio. The total PMM stress ratio consists of the sum of the axial, major moment and minor moment components. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: MMinRatio Field is Imported: No Format: Controlled by program Units: Unitless The minor moment component of the total PMM stress ratio. The total PMM stress ratio consists of the sum of the axial, major moment and minor moment components. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: SRLimit Field is Imported: No Format: Controlled by program Units: Unitless The stress ratio limit as specified in the preferences. Stress ratios that are less than or equal to this value are considered acceptable. Field: PDsgn Field is Imported: No Format: Force (Forces section of form) Units: Force The design axial force. Field: Pac Field is Imported: No Format: Force (Forces section of form) Units: Force The allowable axial compression force. Table: Steel Details 2 - PMM Details - ASCE 10-97 Field: MMajRatio Page 2764 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Pat Field is Imported: No Format: Force (Forces section of form) Units: Force The allowable axial tension force. Field: MMajDsgn Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The design major moment. This moment includes applicable amplification factors, if any. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: MaMaj Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The major axis bending moment capacity. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: PeMaj Field is Imported: No Format: Force (Forces section of form) Units: Force The Euler buckling force for major axis bending. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: CmMajor Field is Imported: No Format: Controlled by program Units: Unitless Unitless factor, Cm, for major axis bending used in determining the stress ratio. It captures the effect of non-uniform moment distribution along the length. Table: Steel Details 2 - PMM Details - ASCE 10-97 Field: Pat Page 2765 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: XKMajor Field is Imported: No Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object local major axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the effective length for the object. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: XLMajor Field is Imported: No Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object major axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the unbraced length for the object. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: Cb Field is Imported: No Format: Controlled by program Units: Unitless Unitless factor, Cb, used in determining the allowable bending stress. Field: MMinDsgn Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The design minor moment. This moment includes applicable amplification factors, if any. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Steel Details 2 - PMM Details - ASCE 10-97 Field: XKMajor Page 2766 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: MaMin Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The minor axis bending moment capacity. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: PeMin Field is Imported: No Format: Force (Forces section of form) Units: Force The Euler buckling force for minor axis bending. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: CmMinor Field is Imported: No Format: Controlled by program Units: Unitless Unitless factor, Cm, for minor axis bending used in determining the stress ratio. It captures the effect of non-uniform moment distribution along the length. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: XKMinor Field is Imported: No Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object minor axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the effective length for the object. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Steel Details 2 - PMM Details - ASCE 10-97 Field: MaMin Page 2767 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: XLMinor Field is Imported: No Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object minor axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the unbraced length for the object. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: Fy Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The steel yield stress for the design section. Field: E Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The modulus of elasticity for the design section. Field: Length Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The total length of the frame object (not clear length). Field: MajAxisAng Field is Imported: No Format: Angles (Structure Dimensions section of form) Units: Degrees The angle measured counterclockwise from the local 3-axis to the major axis. Field: RLLF Field is Imported: No Format: Controlled by program Units: Unitless The reduced live load factor. A reducible live load is multiplied by this factor to obtain the reduced live load for the frame object. Table: Steel Details 2 - PMM Details - ASCE 10-97 Field: XLMinor Page 2768 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: SectClass Field is Imported: No Format: Controlled by program Units: Text This is either Non-Slender, Slender or Too Slender indicating the classification of the section. Field: FramingType Field is Imported: No Format: Controlled by program Units: Text The framing type. This is either Moment Frame or Braced Frame. This item is used for ductility considerations in the design. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Details 2 - PMM Details for Angles - ASCE 10-97 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Table: Steel Details 2 - PMM Details for Angles - ASCE 10-97 Field: SectClass Page 2769 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'Overstressed', 'See ErrMsg', 'See WarnMsg', 'See ErrMsg and WarnMsg', or 'Overstressed and See WarnMsg' indicating the design status. Field: Combo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the PMM details are reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: Location Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: Pu Field is Imported: No Format: Force (Forces section of form) Units: Force The factored axial load for the specified combo. Field: MuMajor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The factored major bending moment for the specified combo. Table: Steel Details 2 - PMM Details for Angles - ASCE 10-97 Field: DesignType Page 2770 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: MuMinor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The factored minor bending moment for the specified combo. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: VuMajor Field is Imported: No Format: Force (Forces section of form) Units: Force The factored major shear for the specified combo. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: VuMinor Field is Imported: No Format: Force (Forces section of form) Units: Force The factored minor shear for the specified combo. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: Tu Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The factored torsion (about the local 1-axis) for the specified combo. This item is reported for information only. It is not used in the design. Table: Steel Details 2 - PMM Details for Angles - ASCE 10-97 Field: MuMinor Page 2771 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Equation Field is Imported: No Format: Controlled by program Units: Text The equation used to obtain the reported ratios. Field: TotalRatio Field is Imported: No Format: Controlled by program Units: Unitless The total PMM stress ratio. This ratio is the sum of the axial, major moment and minor moment stress ratio components. Field: PRatio Field is Imported: No Format: Controlled by program Units: Unitless The axial component of the total PM stress ratio. The total PM stress ratio consists of the sum of the axial and resultant moment components. Field: MRatio Field is Imported: No Format: Controlled by program Units: Unitless The resultant moment component of the total PM stress ratio. The total PM stress ratio consists of the sum of the axial and resultant moment components. Field: SRLimit Field is Imported: No Format: Controlled by program Units: Unitless The stress ratio limit as specified in the preferences. Stress ratios that are less than or equal to this value are considered acceptable. Field: PDsgn Field is Imported: No Format: Force (Forces section of form) Units: Force The design axial force. Table: Steel Details 2 - PMM Details for Angles - ASCE 10-97 Field: Equation Page 2772 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Pac Field is Imported: No Format: Force (Forces section of form) Units: Force The allowable axial compression force. Field: Pat Field is Imported: No Format: Force (Forces section of form) Units: Force The allowable axial tension force. Field: MDsgn Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The resultant factored moment. This moment includes applicable amplification factors, if any. Field: Ma Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The resultant moment capacity. Field: Pe Field is Imported: No Format: Force (Forces section of form) Units: Force The Euler buckling force for bending in the resultant moment direction. Field: Cm Field is Imported: No Format: Controlled by program Units: Unitless Unitless factor, Cm, for bending that is used in determining the stress ratio. It captures the effect of non-uniform moment distribution along the length. Table: Steel Details 2 - PMM Details for Angles - ASCE 10-97 Field: Pac Page 2773 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: XK Field is Imported: No Format: Controlled by program Units: Unitless The effective length factor. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the effective length for the object. Field: XL Field is Imported: No Format: Controlled by program Units: Unitless Unbraced length factor for buckling. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the unbraced length for the object. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: Myt Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The moment that produces tensile yield at the extreme fiber. Field: Mb Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The moment that causes lateral buckling. Field: Myc Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The moment that produces compressive yield at the extreme fiber. Field: Me Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The elastic critical moment. Table: Steel Details 2 - PMM Details for Angles - ASCE 10-97 Field: XK Page 2774 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: LoadAngle Field is Imported: No Format: Angles (Structure Dimensions section of form) Units: Degrees The angle between the angle section Z-axis and the resultant load. Field: Fy Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The steel yield stress for the design section. Field: E Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The modulus of elasticity for the design section. Field: Length Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The total length of the frame object (not clear length). Field: MajAxisAng Field is Imported: No Format: Angles (Structure Dimensions section of form) Units: Degrees The angle measured counterclockwise from the local 3-axis to the major axis. Field: RLLF Field is Imported: No Format: Controlled by program Units: Unitless The reduced live load factor. A reducible live load is multiplied by this factor to obtain the reduced live load for the frame object. Table: Steel Details 2 - PMM Details for Angles - ASCE 10-97 Field: LoadAngle Page 2775 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: SectClass Field is Imported: No Format: Controlled by program Units: Text This is either Non-Slender, Slender or Too Slender indicating the classification of the section. Field: FramingType Field is Imported: No Format: Controlled by program Units: Text The framing type. This is either Moment Frame or Braced Frame. This item is used for ductility considerations in the design. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Details 2 - PMM Details - BS5950 2000 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Table: Steel Details 2 - PMM Details - BS5950 2000 Field: SectClass Page 2776 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'Overstressed', 'See ErrMsg', 'See WarnMsg', 'See ErrMsg and WarnMsg', or 'Overstressed and See WarnMsg' indicating the design status. Field: Combo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the PMM details are reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: Location Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: Pu Field is Imported: No Format: Force (Forces section of form) Units: Force The factored axial load for the specified combo. Field: MuMajor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The factored major bending moment for the specified combo. Table: Steel Details 2 - PMM Details - BS5950 2000 Field: DesignType Page 2777 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: MuMinor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The factored minor bending moment for the specified combo. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: VuMajor Field is Imported: No Format: Force (Forces section of form) Units: Force The factored major shear for the specified combo. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: VuMinor Field is Imported: No Format: Force (Forces section of form) Units: Force The factored minor shear for the specified combo. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: Tu Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The factored torsion (about the local 1-axis) for the specified combo. This item is reported for information only. It is not used in the design. Table: Steel Details 2 - PMM Details - BS5950 2000 Field: MuMinor Page 2778 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Equation Field is Imported: No Format: Controlled by program Units: Text The equation used to obtain the reported ratios. Field: TotalRatio Field is Imported: No Format: Controlled by program Units: Unitless The total PMM stress ratio. This ratio is the sum of the axial, major moment and minor moment stress ratio components. Field: PRatio Field is Imported: No Format: Controlled by program Units: Unitless The axial component of the total PMM stress ratio. The total PMM stress ratio consists of the sum of the axial, major moment and minor moment components. Field: MMajRatio Field is Imported: No Format: Controlled by program Units: Unitless The major moment component of the total PMM stress ratio. The total PMM stress ratio consists of the sum of the axial, major moment and minor moment components. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: MMinRatio Field is Imported: No Format: Controlled by program Units: Unitless The minor moment component of the total PMM stress ratio. The total PMM stress ratio consists of the sum of the axial, major moment and minor moment components. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Steel Details 2 - PMM Details - BS5950 2000 Field: Equation Page 2779 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: SRLimit Field is Imported: No Format: Controlled by program Units: Unitless The stress ratio limit as specified in the preferences. Stress ratios that are less than or equal to this value are considered acceptable. Field: FtOrFcDsgn Field is Imported: No Format: Force (Forces section of form) Units: Force The design factored axial force. Field: Pc Field is Imported: No Format: Force (Forces section of form) Units: Force The axial compression resistance. Field: Pt Field is Imported: No Format: Force (Forces section of form) Units: Force The axial tensile force capacity. Field: PcMajor Field is Imported: No Format: Force (Forces section of form) Units: Force The axial compression resistance considering buckling about the major axis only. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: PcMinor Field is Imported: No Format: Force (Forces section of form) Units: Force The axial compression resistance considering buckling about the minor axis only. Table: Steel Details 2 - PMM Details - BS5950 2000 Field: SRLimit Page 2780 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: MfMajDsgn Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The design factored major moment. This moment includes applicable amplification factors, if any. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: McMajor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The major axis bending moment capacity . For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: Mb Field is Imported: No Format: Controlled by program Units: Unitless The buckling resistance moment. Field: XKMajor Field is Imported: No Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object local major axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the effective length for the object. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Table: Steel Details 2 - PMM Details - BS5950 2000 Field: MfMajDsgn Page 2781 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: XLMajor Field is Imported: No Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object major axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the unbraced length for the object. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: mMajor Field is Imported: No Format: Controlled by program Units: Unitless The equivalent uniform moment factor for major axis bending. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: mLT Field is Imported: No Format: Controlled by program Units: Unitless The equivalent uniform moment factor for lateral-torsional buckling. Field: MfMinDsgn Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The design factored minor moment. This moment includes applicable amplification factors, if any. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: McMinor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The minor axis bending moment capacity. Table: Steel Details 2 - PMM Details - BS5950 2000 Field: XLMajor Page 2782 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: XKMinor Field is Imported: No Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object minor axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the effective length for the object. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: XLMinor Field is Imported: No Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object minor axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the unbraced length for the object. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: mMinor Field is Imported: No Format: Controlled by program Units: Unitless The equivalent uniform moment factor for minor axis bending. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: Fy Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The steel yield stress for the design section. Table: Steel Details 2 - PMM Details - BS5950 2000 Field: XKMinor Page 2783 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: E Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The modulus of elasticity for the design section. Field: Length Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The total length of the frame object (not clear length). Field: MajAxisAng Field is Imported: No Format: Angles (Structure Dimensions section of form) Units: Degrees The angle measured counterclockwise from the local 3-axis to the major axis. Field: RLLF Field is Imported: No Format: Controlled by program Units: Unitless The reduced live load factor. A reducible live load is multiplied by this factor to obtain the reduced live load for the frame object. Field: SectClass Field is Imported: No Format: Controlled by program Units: Text This is either Class 1, Class 2, Class 3, Class 4 or Too Slender indicating the classification of the section. Field: FramingType Field is Imported: No Format: Controlled by program Units: Text The framing type. This is either Moment Frame or Braced Frame. This item is used for ductility considerations in the design. Table: Steel Details 2 - PMM Details - BS5950 2000 Field: E Page 2784 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Details 2 - PMM Details - BS5950 90 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'Overstressed', 'See ErrMsg', 'See WarnMsg', 'See ErrMsg and WarnMsg', or 'Overstressed and See WarnMsg' indicating the design status. Table: Steel Details 2 - PMM Details - BS5950 90 Field: ErrMsg Page 2785 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Combo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the PMM details are reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: Location Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: Pu Field is Imported: No Format: Force (Forces section of form) Units: Force The factored axial load for the specified combo. Field: MuMajor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The factored major bending moment for the specified combo. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: MuMinor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The factored minor bending moment for the specified combo. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Steel Details 2 - PMM Details - BS5950 90 Field: Combo Page 2786 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VuMajor Field is Imported: No Format: Force (Forces section of form) Units: Force The factored major shear for the specified combo. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: VuMinor Field is Imported: No Format: Force (Forces section of form) Units: Force The factored minor shear for the specified combo. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: Tu Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The factored torsion (about the local 1-axis) for the specified combo. This item is reported for information only. It is not used in the design. Field: Equation Field is Imported: No Format: Controlled by program Units: Text The equation used to obtain the reported ratios. Field: TotalRatio Field is Imported: No Format: Controlled by program Units: Unitless The total PMM stress ratio. This ratio is the sum of the axial, major moment and minor moment stress ratio components. Table: Steel Details 2 - PMM Details - BS5950 90 Field: VuMajor Page 2787 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: PRatio Field is Imported: No Format: Controlled by program Units: Unitless The axial component of the total PMM stress ratio. The total PMM stress ratio consists of the sum of the axial, major moment and minor moment components. Field: MMajRatio Field is Imported: No Format: Controlled by program Units: Unitless The major moment component of the total PMM stress ratio. The total PMM stress ratio consists of the sum of the axial, major moment and minor moment components. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: MMinRatio Field is Imported: No Format: Controlled by program Units: Unitless The minor moment component of the total PMM stress ratio. The total PMM stress ratio consists of the sum of the axial, major moment and minor moment components. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: SRLimit Field is Imported: No Format: Controlled by program Units: Unitless The stress ratio limit as specified in the preferences. Stress ratios that are less than or equal to this value are considered acceptable. Field: FtOrFcDsgn Field is Imported: No Format: Force (Forces section of form) Units: Force The design factored axial force. Table: Steel Details 2 - PMM Details - BS5950 90 Field: PRatio Page 2788 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Pc Field is Imported: No Format: Force (Forces section of form) Units: Force The axial compression resistance. Field: Pt Field is Imported: No Format: Force (Forces section of form) Units: Force The axial tensile force capacity. Field: MfMajDsgn Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The design factored major moment. This moment includes applicable amplification factors, if any. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: McMajor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The major axis bending moment capacity . For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: Mb Field is Imported: No Format: Controlled by program Units: Unitless The buckling resistance moment. Table: Steel Details 2 - PMM Details - BS5950 90 Field: Pc Page 2789 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: XKMajor Field is Imported: No Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object local major axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the effective length for the object. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: XLMajor Field is Imported: No Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object major axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the unbraced length for the object. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: mMajor Field is Imported: No Format: Controlled by program Units: Unitless The equivalent uniform moment factor for major axis bending. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: N Field is Imported: No Format: Controlled by program Units: Unitless The slenderness correction factor. Table: Steel Details 2 - PMM Details - BS5950 90 Field: XKMajor Page 2790 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: MfMinDsgn Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The design factored minor moment. This moment includes applicable amplification factors, if any. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: McMinor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The minor axis bending moment capacity. Field: XKMinor Field is Imported: No Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object minor axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the effective length for the object. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: XLMinor Field is Imported: No Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object minor axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the unbraced length for the object. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Steel Details 2 - PMM Details - BS5950 90 Field: MfMinDsgn Page 2791 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: mMinor Field is Imported: No Format: Controlled by program Units: Unitless The equivalent uniform moment factor for minor axis bending. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: Fy Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The steel yield stress for the design section. Field: E Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The modulus of elasticity for the design section. Field: Length Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The total length of the frame object (not clear length). Field: MajAxisAng Field is Imported: No Format: Angles (Structure Dimensions section of form) Units: Degrees The angle measured counterclockwise from the local 3-axis to the major axis. Field: RLLF Field is Imported: No Format: Controlled by program Units: Unitless The reduced live load factor. A reducible live load is multiplied by this factor to obtain the reduced live load for the frame object. Table: Steel Details 2 - PMM Details - BS5950 90 Field: mMinor Page 2792 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: SectClass Field is Imported: No Format: Controlled by program Units: Text This is either Class 1, Class 2, Class 3, Class 4 or Too Slender indicating the classification of the section. Field: FramingType Field is Imported: No Format: Controlled by program Units: Text The framing type. This is either Moment Frame or Braced Frame. This item is used for ductility considerations in the design. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Details 2 - PMM Details - Chinese 2002 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Table: Steel Details 2 - PMM Details - Chinese 2002 Field: SectClass Page 2793 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Field: TallBldg Field is Imported: No Format: Controlled by program Units: Yes/No This item is Yes or No indicating whether the building is a tall building or not. Field: RolledShape Field is Imported: No Format: Controlled by program Units: Yes/No This item is Yes or No indicating whether the steel section is a rolled shape or not. Field: GasCut Field is Imported: No Format: Controlled by program Units: Yes/No This item is Yes or No indicating whether the steel section is a gas cut or not. Field: IgnorBOverT Field is Imported: No Format: Controlled by program Units: Yes/No This item is Yes or No indicating whether the b/t ratio should be considered for slenderness check or not. Field: RegFactor Field is Imported: No Format: Controlled by program Units: Unitless Strength Regulatory Factor. Field: SI Field is Imported: No Format: Controlled by program Units: Unitless Seismic Intensity. Table: Steel Details 2 - PMM Details - Chinese 2002 Field: DesignType Page 2794 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: GammaRE Field is Imported: No Format: Controlled by program Units: Unitless Gamma_RE factor for seismic load. Field: E Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The modulus of elasticity for the design section. Field: fy Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The steel yield stress for the design section. Field: f Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The allowable normal stress for the design section. Field: fv Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The allowable shear stress for the design section. Field: AeOverAg Field is Imported: No Format: Controlled by program Units: Unitless Net Area Ratio. This is used in axial stress ratio calculation (GB50011 5.1.1). Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'Overstressed', 'See ErrMsg', 'See WarnMsg', 'See ErrMsg and WarnMsg', or 'Overstressed and See WarnMsg' indicating the design status. Table: Steel Details 2 - PMM Details - Chinese 2002 Field: GammaRE Page 2795 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Combo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the PMM details are reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: Location Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: N Field is Imported: No Format: Force (Forces section of form) Units: Force The axial load for the specified combo. Field: MMajor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The major bending moment for the specified combo. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: MMinor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The minor bending moment for the specified combo. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Steel Details 2 - PMM Details - Chinese 2002 Field: Combo Page 2796 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VMajor Field is Imported: No Format: Force (Forces section of form) Units: Force The major shear for the specified combo. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: VMinor Field is Imported: No Format: Force (Forces section of form) Units: Force The minor shear for the specified combo. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: T Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The torsion (about the local 1-axis) for the specified combo. This item is reported for information only. It is not used in the design. Field: Equation Field is Imported: No Format: Controlled by program Units: Text The equation used to obtain the reported ratios. Field: TotalRatio Field is Imported: No Format: Controlled by program Units: Unitless The total PMM stress ratio. This ratio is the sum of the axial, major moment and minor moment stress ratio components. Table: Steel Details 2 - PMM Details - Chinese 2002 Field: VMajor Page 2797 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: NRatio Field is Imported: No Format: Controlled by program Units: Unitless The axial component of the total PMM stress ratio. The total PMM stress ratio consists of the sum of the axial, major moment and minor moment components. Field: MMajRatio Field is Imported: No Format: Controlled by program Units: Unitless The major moment component of the total PMM stress ratio. The total PMM stress ratio consists of the sum of the axial, major moment and minor moment components. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: MMinRatio Field is Imported: No Format: Controlled by program Units: Unitless The minor moment component of the total PMM stress ratio. The total PMM stress ratio consists of the sum of the axial, major moment and minor moment components. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: SRLimit Field is Imported: No Format: Controlled by program Units: Unitless The stress ratio limit as specified in the preferences. Stress ratios that are less than or equal to this value are considered acceptable. Field: SecClassMaj Field is Imported: No Format: Controlled by program Units: Text Section class for major axis bending (GB50017 Table 5.1.2-1, 5.1.2-2). This is used in calculating axial amplification factor for major axis bending (GB50017 Appendix C, GB50017 Table C-5). Table: Steel Details 2 - PMM Details - Chinese 2002 Field: NRatio Page 2798 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: LambdanMaj Field is Imported: No Format: Controlled by program Units: Unitless Nondimensional slenderness factor for major axis bending (GB50017 Appendix C, JGJ99-98 6.4.6). This is used in calculating axial amplification factor for major axis bending (GB50017 Appendix C, GB50011 8.2.6). Field: Alpha1Major Field is Imported: No Format: Controlled by program Units: Unitless Alpha1 factor for major axis bending (GB50017 Appendix C, GB50017 Table C-5). This is used to determine the stability coefficient Phi of axially compressed members for major axis bending (GB50017 Appendix C). Field: Alpha2Major Field is Imported: No Format: Controlled by program Units: Unitless Alpha2 factor for major axis bending (GB50017 Appendix C, GB50017 Table C-5). This is used to determine the stability coefficient Phi of axially compressed members for major axis bending (GB50017 Appendix C). Field: Alpha3Major Field is Imported: No Format: Controlled by program Units: Unitless Alpha3 factor for major axis bending (GB50017 Appendix C, GB50017 Table C-5). This is used to determine the stability coefficient Phi of axially compressed members for major axis bending (GB50017 Appendix C). Field: PhiMajor Field is Imported: No Format: Controlled by program Units: Unitless The stability coefficient Phi of axially compressed members for major axis bending (GB50017 Appendix C). This is used in calculating the stress ratio (GB50011 5.1.2, 5.2.2-1, 5.2.5-1, JGJ99-98 6.4.6). Table: Steel Details 2 - PMM Details - Chinese 2002 Field: LambdanMaj Page 2799 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: SecClassMin Field is Imported: No Format: Controlled by program Units: Text Section class for minor axis bending (GB50017 Table 5.1.2-1, 5.1.2-2). This is used in calculating axial amplification factor for minor axis bending (GB50017 Appendix C, GB50017 Table C-5). Field: LambdanMin Field is Imported: No Format: Controlled by program Units: Unitless Nondimensional slenderness factor for minor axis bending (GB50017 Appendix C, JGJ99-98 6.4.6). This is used in calculating axial amplification factor for minor axis bending (GB50017 Appendix C, GB50011 8.2.6). Field: Alpha1Minor Field is Imported: No Format: Controlled by program Units: Unitless Alpha1 factor for minor axis bending (GB50017 Appendix C, GB50017 Table C-5). This is used to determine the stability coefficient Phi of axially compressed members for minor axis bending (GB50017 Appendix C). Field: Alpha2Minor Field is Imported: No Format: Controlled by program Units: Unitless Alpha2 factor for minor axis bending (GB50017 Appendix C, GB50017 Table C-5). This is used to determine the stability coefficient Phi of axially compressed members for minor axis bending (GB50017 Appendix C). Field: Alpha3Minor Field is Imported: No Format: Controlled by program Units: Unitless Alpha3 factor for minor axis bending (GB50017 Appendix C, GB50017 Table C-5). This is used to determine the stability coefficient Phi of axially compressed members for minor axis bending (GB50017 Appendix C). Table: Steel Details 2 - PMM Details - Chinese 2002 Field: SecClassMin Page 2800 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: PhiMinor Field is Imported: No Format: Controlled by program Units: Unitless The stability coefficient Phi of axially compressed members for minor axis bending (GB50017 Appendix C). This is used in calculating the stress ratio (GB50011 5.1.2, 5.2.2-1, 5.2.5-1, JGJ99-98 6.4.6). Field: MueMajor Field is Imported: No Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object major axis. This item is specified as a fraction of the frame object length. This factor times the frame object length gives the effective length for the object. Field: LRatioMajor Field is Imported: No Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object major axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the unbraced length for the object. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: LambdaMajor Field is Imported: No Format: Controlled by program Units: Unitless Nondimensional slenderness ratio for major axis bending (GB50017 5.2.2, 5.2.5, Appendix C, JGJ99-98 6.4.2, 6.4.6). Field: NcrMajor Field is Imported: No Format: Force (Forces section of form) Units: Force Euler critical axial capacity for major axis bending (GB50017 5.2.2, 5.2.5). Table: Steel Details 2 - PMM Details - Chinese 2002 Field: PhiMinor Page 2801 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: MueMinor Field is Imported: No Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object minor axis. This item is specified as a fraction of the frame object length. This factor times the frame object length gives the effective length for the object. Field: LRatioMinor Field is Imported: No Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object minor axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the unbraced length for the object. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: LambdaMinor Field is Imported: No Format: Controlled by program Units: Unitless Nondimensional slenderness ratio for minor axis bending (GB50017 5.2.2, 5.2.5, Appendix C, JGJ99-98 6.4.2, 6.4.6). Field: NcrMinor Field is Imported: No Format: Force (Forces section of form) Units: Force Euler critical axial capacity for minor axis bending (GB50017 5.2.2, 5.2.5). Field: GammaMajor Field is Imported: No Format: Controlled by program Units: Unitless Plasticity Development Coefficient or Plasticity Factor for major axis bending (GB50017 4.1.1, 4.1.2). This is used in the interaction equations (GB50017 4.1.1, 5.2.1, 5.2.2-1, 5.2.5-1). Table: Steel Details 2 - PMM Details - Chinese 2002 Field: MueMinor Page 2802 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: BetamMajor Field is Imported: No Format: Controlled by program Units: Unitless Unitless factor for major axis bending, used in determining the equivalent moment (GB50017 5.2.2-1). It captures the effect of non-uniform moment distribution along the length (GB50017 5.2.2-1, 5.2.5-1). Field: BetatMajor Field is Imported: No Format: Controlled by program Units: Unitless Unitless factor for major axis bending, used in determining the equivalent moment (GB50017 5.2.2). It captures the effect of non-uniform moment distribution along the length (GB50017 5.2.2-2, 5.2.5-2). Field: Eta Field is Imported: No Format: Controlled by program Units: Unitless Section Influence Coefficient or Eta Factor (GB50017 5.2.2, 5.2.5). This is used in the interaction equations (GB50017 5.2.2-2, 5.2.5-1, 5.2.5-2). Field: PhibMajor Field is Imported: No Format: Controlled by program Units: Unitless The stability coefficient Phib for major axis bending (GB50017 5.2.2, 5.2.5, 4.2.3, Appendix B-5.a). This is used in calculating the stress ratio (GB50017 4.2.2, 4.2.3, 5.2.2-2, 5.2.5-2). Field: GammaMinor Field is Imported: No Format: Controlled by program Units: Unitless Plasticity Development Coefficient or Plasticity Factor for minor axis bending (GB50017 4.1.1, 4.1.2). This is used in the interaction equations (GB50017 4.1.1, 4.2.3, 5.2.1, 5.2.5-2). Table: Steel Details 2 - PMM Details - Chinese 2002 Field: BetamMajor Page 2803 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: BetamMinor Field is Imported: No Format: Controlled by program Units: Unitless Unitless factor for minor axis bending, used in determining the equivalent moment (GB50017 5.2.2). It captures the effect of non-uniform moment distribution along the length (GB50017 5.2.5-2). Field: BetatMinor Field is Imported: No Format: Controlled by program Units: Unitless Unitless factor for minor axis bending, used in determining the equivalent moment (GB50017 5.2.2). It captures the effect of non-uniform moment distribution along the length (GB50017 5.2.5-1). Field: PhibMinor Field is Imported: No Format: Controlled by program Units: Unitless The stability coefficient Phib for minor axis bending (GB50017 5.2.2, 5.2.5, 4.2.3, Appendix B-5.a). This is used in calculating the stress ratio (GB50017 5.2.5-1). Field: NDsgn Field is Imported: No Format: Force (Forces section of form) Units: Force The design axial force. Field: fN Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 This is the normal stress due to axial force. It is calculated as the axial force divided by the gross area of the section. This is used in the stress ratio calculation. Field: fNOverf Field is Imported: No Format: Controlled by program Units: Unitless This is the normal stress ratio due to axial force. It is calculated as the normal stress due to the axial force, f_N, divided by the axial allowable stress, f. The effect of gamma_RE and the Strength Regulatory Factor is considered for adjusting f, if needed. Table: Steel Details 2 - PMM Details - Chinese 2002 Field: BetamMinor Page 2804 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: SFN Field is Imported: No Format: Controlled by program Units: Unitless This is the scale factor to amplify the normal stress ratio for axial load. It considers the factors like Net Area Ratio, PhiMajor, and PhiMinor, as appropriate. The result of multiplication of normal stress ratio and the scale factor is reported as NRatio. Field: MMajDsgn Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The design major moment. This moment includes applicable amplification factors, if any. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: fM33 Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 This is the normal stress due to major axis bending moment. It is calculated as the bending moment divided by the gross section modulus about major axis of the section. This is used in the stress ratio calculation. Field: fM33Overf Field is Imported: No Format: Controlled by program Units: Unitless This is the normal stress ratio due to major axis bending moment. It is calculated as the normal stress due to the major axis bending moment, f_M33, divided by the axial allowable stress, f. The effect of gamma_RE and the Strength Regulatory Factor is considered for adjusting f, if needed. Field: SFM33 Field is Imported: No Format: Controlled by program Units: Unitless This is the scale factor to amplify the normal stress ratio for major axis bending moment. It considers the factors like Gamma, Phib, Eta, Betam, Betat, and Euler critical load for the major axis bending, as appropriate. The result of multiplication of normal stress ratio and the scale factor is reported as MMajRatio. Table: Steel Details 2 - PMM Details - Chinese 2002 Field: SFN Page 2805 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: MMinDsgn Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The design minor moment. This moment includes applicable amplification factors, if any. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: fM22 Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 This is the normal stress due to minor axis bending moment. It is calculated as the bending moment divided by the gross section modulus about minor axis of the section. This is used in the stress ratio calculation. Field: fM22Overf Field is Imported: No Format: Controlled by program Units: Unitless This is the normal stress ratio due to minor axis bending moment. It is calculated as the normal stress due to the minor axis bending moment, f_M22, divided by the axial allowable stress, f. The effect of gamma_RE and the Strength Regulatory Factor is considered for adjusting f, if needed. Field: SFM22 Field is Imported: No Format: Controlled by program Units: Unitless This is the scale factor to amplify the normal stress ratio for minor axis bending moment. It considers the factors like Gamma, Phib, Eta, Betam, Betat, and Euler critical load for the minor axis bending, as appropriate. The result of multiplication of normal stress ratio and the scale factor is reported as MMinRatio. Field: Length Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The total length of the frame object (not clear length). Table: Steel Details 2 - PMM Details - Chinese 2002 Field: MMinDsgn Page 2806 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: MajAxisAng Field is Imported: No Format: Angles (Structure Dimensions section of form) Units: Degrees The angle measured counterclockwise from the local 3-axis to the major axis. Field: RLLF Field is Imported: No Format: Controlled by program Units: Unitless The reduced live load factor. A reducible live load is multiplied by this factor to obtain the reduced live load for the frame object. Field: SectClass Field is Imported: No Format: Controlled by program Units: Text This is either Too Slender, Slender, or Non-Slender indicating the classification of the section. Field: FramingType Field is Imported: No Format: Controlled by program Units: Text The framing type. This is either Moment Frame or Braced Frame. This item is used for ductility considerations in the design. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Details 2 - PMM Details - Chinese 2002 Field: MajAxisAng Page 2807 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Steel Details 2 - PMM Details - CAN/CSA-S16-01 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'Overstressed', 'See ErrMsg', 'See WarnMsg', 'See ErrMsg and WarnMsg', or 'Overstressed and See WarnMsg' indicating the design status. Field: Combo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the PMM details are reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Table: Steel Details 2 - PMM Details - CAN/CSA-S16-01 Field: Frame Page 2808 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Location Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: Pu Field is Imported: No Format: Force (Forces section of form) Units: Force The factored axial load for the specified combo. Field: MuMajor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The factored major bending moment for the specified combo. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: MuMinor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The factored minor bending moment for the specified combo. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: VuMajor Field is Imported: No Format: Force (Forces section of form) Units: Force The factored major shear for the specified combo. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Table: Steel Details 2 - PMM Details - CAN/CSA-S16-01 Field: Location Page 2809 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VuMinor Field is Imported: No Format: Force (Forces section of form) Units: Force The factored minor shear for the specified combo. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: Tu Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The factored torsion (about the local 1-axis) for the specified combo. This item is reported for information only. It is not used in the design. Field: Equation Field is Imported: No Format: Controlled by program Units: Text The equation used to obtain the reported ratios. Field: TotalRatio Field is Imported: No Format: Controlled by program Units: Unitless The total PMM stress ratio. This ratio is the sum of the axial, major moment and minor moment stress ratio components. Field: PRatio Field is Imported: No Format: Controlled by program Units: Unitless The axial component of the total PMM stress ratio. The total PMM stress ratio consists of the sum of the axial, major moment and minor moment components. Table: Steel Details 2 - PMM Details - CAN/CSA-S16-01 Field: VuMinor Page 2810 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: MMajRatio Field is Imported: No Format: Controlled by program Units: Unitless The major moment component of the total PMM stress ratio. The total PMM stress ratio consists of the sum of the axial, major moment and minor moment components. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: MMinRatio Field is Imported: No Format: Controlled by program Units: Unitless The minor moment component of the total PMM stress ratio. The total PMM stress ratio consists of the sum of the axial, major moment and minor moment components. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: SRLimit Field is Imported: No Format: Controlled by program Units: Unitless The stress ratio limit as specified in the preferences. Stress ratios that are less than or equal to this value are considered acceptable. Field: CfOrCtDsgn Field is Imported: No Format: Force (Forces section of form) Units: Force The design factored axial force. Field: Cr Field is Imported: No Format: Force (Forces section of form) Units: Force The factored compressive resistance. Table: Steel Details 2 - PMM Details - CAN/CSA-S16-01 Field: MMajRatio Page 2811 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Tr Field is Imported: No Format: Force (Forces section of form) Units: Force The factored tensile resistance. Field: MfMajDsgn Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The design factored major moment. This moment includes applicable amplification factors, if any. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: MrMajor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The factored major moment resistance. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: U1Major Field is Imported: No Format: Controlled by program Units: Unitless Unitless moment magnification factor for non-sway major-axis bending moment. Nonsway moments are assumed to be those resulting from dead and live loads. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: U2Major Field is Imported: No Format: Controlled by program Units: Unitless Unitless moment magnification factor for sway major-axis bending moment. Sway moments are assumed to be those resulting from all loads except dead and live loads. Table: Steel Details 2 - PMM Details - CAN/CSA-S16-01 Field: Tr Page 2812 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: XKMajor Field is Imported: No Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object local major axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the effective length for the object. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: XLMajor Field is Imported: No Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object major axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the unbraced length for the object. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: Omega1Major Field is Imported: No Format: Controlled by program Units: Unitless Coefficient used to determine equivalent uniform major axis bending. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: Omega2 Field is Imported: No Format: Controlled by program Units: Unitless Coefficient to account for increased moment resistance due to moment gradient. Table: Steel Details 2 - PMM Details - CAN/CSA-S16-01 Field: XKMajor Page 2813 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: MfMinDsgn Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The design factored minor moment. This moment includes applicable amplification factors, if any. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: MrMinor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The factored minor moment resistance. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: U1Minor Field is Imported: No Format: Controlled by program Units: Unitless Unitless moment magnification factor for non-sway minor-axis bending moment. Nonsway moments are assumed to be those resulting from dead and live loads. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: U2Minor Field is Imported: No Format: Controlled by program Units: Unitless Unitless moment magnification factor for sway minor-axis bending moment. Sway moments are assumed to be those resulting from all loads except dead and live loads. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Steel Details 2 - PMM Details - CAN/CSA-S16-01 Field: MfMinDsgn Page 2814 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: XKMinor Field is Imported: No Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object minor axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the effective length for the object. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: XLMinor Field is Imported: No Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object minor axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the unbraced length for the object. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: Omega1Minor Field is Imported: No Format: Controlled by program Units: Unitless Coefficient used to determine equivalent uniform minor axis bending. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: Fy Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The steel yield stress for the design section. Table: Steel Details 2 - PMM Details - CAN/CSA-S16-01 Field: XKMinor Page 2815 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: E Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The modulus of elasticity for the design section. Field: Length Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The total length of the frame object (not clear length). Field: MajAxisAng Field is Imported: No Format: Angles (Structure Dimensions section of form) Units: Degrees The angle measured counterclockwise from the local 3-axis to the major axis. Field: RLLF Field is Imported: No Format: Controlled by program Units: Unitless The reduced live load factor. A reducible live load is multiplied by this factor to obtain the reduced live load for the frame object. Field: SectClass Field is Imported: No Format: Controlled by program Units: Text This is either Class 1, Class 2, Class 3, Class 4 or Too Slender indicating the classification of the section. Field: FramingType Field is Imported: No Format: Controlled by program Units: Text The framing type. This is either Moment Frame or Braced Frame. This item is used for ductility considerations in the design. Table: Steel Details 2 - PMM Details - CAN/CSA-S16-01 Field: E Page 2816 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Details 2 - PMM Details - CISC 95 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'Overstressed', 'See ErrMsg', 'See WarnMsg', 'See ErrMsg and WarnMsg', or 'Overstressed and See WarnMsg' indicating the design status. Table: Steel Details 2 - PMM Details - CISC 95 Field: ErrMsg Page 2817 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Combo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the PMM details are reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: Location Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: Pu Field is Imported: No Format: Force (Forces section of form) Units: Force The factored axial load for the specified combo. Field: MuMajor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The factored major bending moment for the specified combo. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: MuMinor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The factored minor bending moment for the specified combo. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Steel Details 2 - PMM Details - CISC 95 Field: Combo Page 2818 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VuMajor Field is Imported: No Format: Force (Forces section of form) Units: Force The factored major shear for the specified combo. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: VuMinor Field is Imported: No Format: Force (Forces section of form) Units: Force The factored minor shear for the specified combo. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: Tu Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The factored torsion (about the local 1-axis) for the specified combo. This item is reported for information only. It is not used in the design. Field: Equation Field is Imported: No Format: Controlled by program Units: Text The equation used to obtain the reported ratios. Field: TotalRatio Field is Imported: No Format: Controlled by program Units: Unitless The total PMM stress ratio. This ratio is the sum of the axial, major moment and minor moment stress ratio components. Table: Steel Details 2 - PMM Details - CISC 95 Field: VuMajor Page 2819 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: PRatio Field is Imported: No Format: Controlled by program Units: Unitless The axial component of the total PMM stress ratio. The total PMM stress ratio consists of the sum of the axial, major moment and minor moment components. Field: MMajRatio Field is Imported: No Format: Controlled by program Units: Unitless The major moment component of the total PMM stress ratio. The total PMM stress ratio consists of the sum of the axial, major moment and minor moment components. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: MMinRatio Field is Imported: No Format: Controlled by program Units: Unitless The minor moment component of the total PMM stress ratio. The total PMM stress ratio consists of the sum of the axial, major moment and minor moment components. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: SRLimit Field is Imported: No Format: Controlled by program Units: Unitless The stress ratio limit as specified in the preferences. Stress ratios that are less than or equal to this value are considered acceptable. Field: CfOrCtDsgn Field is Imported: No Format: Force (Forces section of form) Units: Force The design factored axial force. Table: Steel Details 2 - PMM Details - CISC 95 Field: PRatio Page 2820 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Cr Field is Imported: No Format: Force (Forces section of form) Units: Force The factored compressive resistance. Field: Tr Field is Imported: No Format: Force (Forces section of form) Units: Force The factored tensile resistance. Field: MfMajDsgn Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The design factored major moment. This moment includes applicable amplification factors, if any. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: MrMajor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The factored major moment resistance. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: U1Major Field is Imported: No Format: Controlled by program Units: Unitless Unitless moment magnification factor for non-sway major-axis bending moment. Nonsway moments are assumed to be those resulting from dead and live loads. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Table: Steel Details 2 - PMM Details - CISC 95 Field: Cr Page 2821 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: U2Major Field is Imported: No Format: Controlled by program Units: Unitless Unitless moment magnification factor for sway major-axis bending moment. Sway moments are assumed to be those resulting from all loads except dead and live loads. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: XKMajor Field is Imported: No Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object local major axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the effective length for the object. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: XLMajor Field is Imported: No Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object major axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the unbraced length for the object. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: Omega1Major Field is Imported: No Format: Controlled by program Units: Unitless Coefficient used to determine equivalent uniform major axis bending. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Table: Steel Details 2 - PMM Details - CISC 95 Field: U2Major Page 2822 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Omega2 Field is Imported: No Format: Controlled by program Units: Unitless Coefficient to account for increased moment resistance due to moment gradient. Field: MfMinDsgn Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The design factored minor moment. This moment includes applicable amplification factors, if any. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: MrMinor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The factored minor moment resistance. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: U1Minor Field is Imported: No Format: Controlled by program Units: Unitless Unitless moment magnification factor for non-sway minor-axis bending moment. Nonsway moments are assumed to be those resulting from dead and live loads. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: U2Minor Field is Imported: No Format: Controlled by program Units: Unitless Unitless moment magnification factor for sway minor-axis bending moment. Sway moments are assumed to be those resulting from all loads except dead and live loads. Table: Steel Details 2 - PMM Details - CISC 95 Field: Omega2 Page 2823 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: XKMinor Field is Imported: No Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object minor axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the effective length for the object. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: XLMinor Field is Imported: No Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object minor axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the unbraced length for the object. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: Omega1Minor Field is Imported: No Format: Controlled by program Units: Unitless Coefficient used to determine equivalent uniform minor axis bending. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: Fy Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The steel yield stress for the design section. Table: Steel Details 2 - PMM Details - CISC 95 Field: XKMinor Page 2824 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: E Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The modulus of elasticity for the design section. Field: Length Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The total length of the frame object (not clear length). Field: MajAxisAng Field is Imported: No Format: Angles (Structure Dimensions section of form) Units: Degrees The angle measured counterclockwise from the local 3-axis to the major axis. Field: RLLF Field is Imported: No Format: Controlled by program Units: Unitless The reduced live load factor. A reducible live load is multiplied by this factor to obtain the reduced live load for the frame object. Field: SectClass Field is Imported: No Format: Controlled by program Units: Text This is either Class 1, Class 2, Class 3, Class 4 or Too Slender indicating the classification of the section. Field: FramingType Field is Imported: No Format: Controlled by program Units: Text The framing type. This is either Moment Frame or Braced Frame. This item is used for ductility considerations in the design. Table: Steel Details 2 - PMM Details - CISC 95 Field: E Page 2825 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Details 2 - PMM Details - EUROCODE 3-1993 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'Overstressed', 'See ErrMsg', 'See WarnMsg', 'See ErrMsg and WarnMsg', or 'Overstressed and See WarnMsg' indicating the design status. Table: Steel Details 2 - PMM Details - EUROCODE 3-1993 Field: ErrMsg Page 2826 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Combo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the PMM details are reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: Location Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: Pu Field is Imported: No Format: Force (Forces section of form) Units: Force The factored axial load for the specified combo. Field: MuMajor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The factored major bending moment for the specified combo. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: MuMinor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The factored minor bending moment for the specified combo. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Steel Details 2 - PMM Details - EUROCODE 3-1993 Field: Combo Page 2827 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VuMajor Field is Imported: No Format: Force (Forces section of form) Units: Force The factored major shear for the specified combo. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: VuMinor Field is Imported: No Format: Force (Forces section of form) Units: Force The factored minor shear for the specified combo. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: Tu Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The factored torsion (about the local 1-axis) for the specified combo. This item is reported for information only. It is not used in the design. Field: Equation Field is Imported: No Format: Controlled by program Units: Text The equation used to obtain the reported ratios. Field: TotalRatio Field is Imported: No Format: Controlled by program Units: Unitless The total PMM stress ratio. This ratio is the sum of the axial, major moment and minor moment stress ratio components. Table: Steel Details 2 - PMM Details - EUROCODE 3-1993 Field: VuMajor Page 2828 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: PRatio Field is Imported: No Format: Controlled by program Units: Unitless The axial component of the total PMM stress ratio. The total PMM stress ratio consists of the sum of the axial, major moment and minor moment components. Field: MMajRatio Field is Imported: No Format: Controlled by program Units: Unitless The major moment component of the total PMM stress ratio. The total PMM stress ratio consists of the sum of the axial, major moment and minor moment components. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: MMinRatio Field is Imported: No Format: Controlled by program Units: Unitless The minor moment component of the total PMM stress ratio. The total PMM stress ratio consists of the sum of the axial, major moment and minor moment components. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: SRLimit Field is Imported: No Format: Controlled by program Units: Unitless The stress ratio limit as specified in the preferences. Stress ratios that are less than or equal to this value are considered acceptable. Field: NsdDsgn Field is Imported: No Format: Force (Forces section of form) Units: Force The design axial force. Table: Steel Details 2 - PMM Details - EUROCODE 3-1993 Field: PRatio Page 2829 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Ncrd Field is Imported: No Format: Force (Forces section of form) Units: Force The axial compression resistance force. Field: Ntrd Field is Imported: No Format: Force (Forces section of form) Units: Force The axial tension resistance force. Field: NbrdMajor Field is Imported: No Format: Force (Forces section of form) Units: Force The axial compression resistance force. Field: NbrdMinor Field is Imported: No Format: Force (Forces section of form) Units: Force The axial compression resistance force. Field: MsdMajDsgn Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The design major moment. This moment includes applicable amplification factors, if any. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: McrdMajor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The major bending full moment resistance. Table: Steel Details 2 - PMM Details - EUROCODE 3-1993 Field: Ncrd Page 2830 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: MvrdMajor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The major bending reduced resistance moment due to shear. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: MbrdMajor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The major bending buckling resistance moment. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: XKMajor Field is Imported: No Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object local major axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the effective length for the object. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: XLMajor Field is Imported: No Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object major axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the unbraced length for the object. Table: Steel Details 2 - PMM Details - EUROCODE 3-1993 Field: MvrdMajor Page 2831 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: kMajor Field is Imported: No Format: Controlled by program Units: Unitless Factor applied to the major design moment in the interaction equations. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: klt Field is Imported: No Format: Controlled by program Units: Unitless Factor applied to the major design moment in the interaction equation checking for failure due to lateral-torsional buckling. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: C1 Field is Imported: No Format: Controlled by program Units: Unitless A bending coefficient. Field: MsdMinDsgn Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The design minor moment. This moment includes applicable amplification factors, if any. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Steel Details 2 - PMM Details - EUROCODE 3-1993 Field: kMajor Page 2832 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: McrdMinor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The minor bending full moment resistance. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: MvrdMinor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The minor bending reduced resistance moment due to shear. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: XKMinor Field is Imported: No Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object minor axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the effective length for the object. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: XLMinor Field is Imported: No Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object minor axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the unbraced length for the object. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Steel Details 2 - PMM Details - EUROCODE 3-1993 Field: McrdMinor Page 2833 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: kMinor Field is Imported: No Format: Controlled by program Units: Unitless Factor applied to the minor design moment in the interaction equations. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: Fy Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The steel yield stress for the design section. Field: E Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The modulus of elasticity for the design section. Field: Length Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The total length of the frame object (not clear length). Field: MajAxisAng Field is Imported: No Format: Angles (Structure Dimensions section of form) Units: Degrees The angle measured counterclockwise from the local 3-axis to the major axis. Field: RLLF Field is Imported: No Format: Controlled by program Units: Unitless The reduced live load factor. A reducible live load is multiplied by this factor to obtain the reduced live load for the frame object. Table: Steel Details 2 - PMM Details - EUROCODE 3-1993 Field: kMinor Page 2834 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: SectClass Field is Imported: No Format: Controlled by program Units: Text This is either Class 1, Class 2, Class 3, Class 4 or Too Slender indicating the classification of the section. Field: FramingType Field is Imported: No Format: Controlled by program Units: Text The framing type. This is either Moment Frame or Braced Frame. This item is used for ductility considerations in the design. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Details 2 - PMM Details - Eurocode 3-2005 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Table: Steel Details 2 - PMM Details - Eurocode 3-2005 Field: SectClass Page 2835 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'Overstressed', 'See ErrMsg', 'See WarnMsg', 'See ErrMsg and WarnMsg', or 'Overstressed and See WarnMsg' indicating the design status. Field: Combo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the PMM details are reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: Location Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: Pu Field is Imported: No Format: Force (Forces section of form) Units: Force The factored axial load for the specified combo. Field: MuMajor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The factored major bending moment for the specified combo. Table: Steel Details 2 - PMM Details - Eurocode 3-2005 Field: DesignType Page 2836 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: MuMinor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The factored minor bending moment for the specified combo. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: VuMajor Field is Imported: No Format: Force (Forces section of form) Units: Force The factored major shear for the specified combo. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: VuMinor Field is Imported: No Format: Force (Forces section of form) Units: Force The factored minor shear for the specified combo. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: Tu Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The factored torsion (about the local 1-axis) for the specified combo. This item is reported for information only. It is not used in the design. Table: Steel Details 2 - PMM Details - Eurocode 3-2005 Field: MuMinor Page 2837 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Equation Field is Imported: No Format: Controlled by program Units: Text The equation used to obtain the reported ratios. Field: TotalRatio Field is Imported: No Format: Controlled by program Units: Unitless The total PMM stress ratio. This ratio is the sum of the axial, major moment and minor moment stress ratio components. Field: PRatio Field is Imported: No Format: Controlled by program Units: Unitless The axial component of the total PMM stress ratio. The total PMM stress ratio consists of the sum of the axial, major moment and minor moment components. Field: MMajRatio Field is Imported: No Format: Controlled by program Units: Unitless The major moment component of the total PMM stress ratio. The total PMM stress ratio consists of the sum of the axial, major moment and minor moment components. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: MMinRatio Field is Imported: No Format: Controlled by program Units: Unitless The minor moment component of the total PMM stress ratio. The total PMM stress ratio consists of the sum of the axial, major moment and minor moment components. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Steel Details 2 - PMM Details - Eurocode 3-2005 Field: Equation Page 2838 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: SRLimit Field is Imported: No Format: Controlled by program Units: Unitless The stress ratio limit as specified in the preferences. Stress ratios that are less than or equal to this value are considered acceptable. Field: NsdDsgn Field is Imported: No Format: Force (Forces section of form) Units: Force The design axial force. Field: Ncrd Field is Imported: No Format: Force (Forces section of form) Units: Force The axial compression resistance force. Field: Ntrd Field is Imported: No Format: Force (Forces section of form) Units: Force The axial tension resistance force. Field: NbrdMajor Field is Imported: No Format: Force (Forces section of form) Units: Force The axial compression resistance force. Field: NbrdMinor Field is Imported: No Format: Force (Forces section of form) Units: Force The axial compression resistance force. Table: Steel Details 2 - PMM Details - Eurocode 3-2005 Field: SRLimit Page 2839 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: MsdMajDsgn Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The design major moment. This moment includes applicable amplification factors, if any. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: McrdMajor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The major bending full moment resistance. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: MvrdMajor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The major bending reduced resistance moment due to shear. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: MbrdMajor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The major bending buckling resistance moment. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Table: Steel Details 2 - PMM Details - Eurocode 3-2005 Field: MsdMajDsgn Page 2840 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: XKMajor Field is Imported: No Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object local major axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the effective length for the object. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: XLMajor Field is Imported: No Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object major axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the unbraced length for the object. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: kMajor Field is Imported: No Format: Controlled by program Units: Unitless Factor applied to the major design moment in the interaction equations. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: kzy Field is Imported: No Format: Controlled by program Units: Unitless Factor applied to the major design moment in the interaction equations. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Table: Steel Details 2 - PMM Details - Eurocode 3-2005 Field: XKMajor Page 2841 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: C1 Field is Imported: No Format: Controlled by program Units: Unitless A bending coefficient. Field: MsdMinDsgn Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The design minor moment. This moment includes applicable amplification factors, if any. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: McrdMinor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The minor bending full moment resistance. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: MvrdMinor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The minor bending reduced resistance moment due to shear. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: XKMinor Field is Imported: No Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object minor axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the effective length for the object. Table: Steel Details 2 - PMM Details - Eurocode 3-2005 Field: C1 Page 2842 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: XLMinor Field is Imported: No Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object minor axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the unbraced length for the object. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: kMinor Field is Imported: No Format: Controlled by program Units: Unitless Factor applied to the minor design moment in the interaction equations. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: kyz Field is Imported: No Format: Controlled by program Units: Unitless Factor applied to the minor design moment in the interaction equations. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: Fy Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The steel yield stress for the design section. Table: Steel Details 2 - PMM Details - Eurocode 3-2005 Field: XLMinor Page 2843 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: E Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The modulus of elasticity for the design section. Field: Length Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The total length of the frame object (not clear length). Field: MajAxisAng Field is Imported: No Format: Angles (Structure Dimensions section of form) Units: Degrees The angle measured counterclockwise from the local 3-axis to the major axis. Field: RLLF Field is Imported: No Format: Controlled by program Units: Unitless The reduced live load factor. A reducible live load is multiplied by this factor to obtain the reduced live load for the frame object. Field: SectClass Field is Imported: No Format: Controlled by program Units: Text This is either Class 1, Class 2, Class 3, Class 4 or Too Slender indicating the classification of the section. Field: FramingType Field is Imported: No Format: Controlled by program Units: Text The framing type. This is either Moment Frame or Braced Frame. This item is used for ductility considerations in the design. Table: Steel Details 2 - PMM Details - Eurocode 3-2005 Field: E Page 2844 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Details 2 - PMM Details - Indian IS:800-1998 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'Overstressed', 'See ErrMsg', 'See WarnMsg', 'See ErrMsg and WarnMsg', or 'Overstressed and See WarnMsg' indicating the design status. Table: Steel Details 2 - PMM Details - Indian IS:800-1998 Field: ErrMsg Page 2845 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Combo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the PMM details are reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: Location Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: P Field is Imported: No Format: Force (Forces section of form) Units: Force The axial load for the specified combo. Field: MMajor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The major bending moment for the specified combo. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: MMinor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The minor bending moment for the specified combo. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Steel Details 2 - PMM Details - Indian IS:800-1998 Field: Combo Page 2846 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VMajor Field is Imported: No Format: Force (Forces section of form) Units: Force The major shear for the specified combo. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: VMinor Field is Imported: No Format: Force (Forces section of form) Units: Force The minor shear for the specified combo. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: T Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The torsion (about the local 1-axis) for the specified combo. This item is reported for information only. It is not used in the design. Field: Equation Field is Imported: No Format: Controlled by program Units: Text The equation used to obtain the reported ratios. Field: TotalRatio Field is Imported: No Format: Controlled by program Units: Unitless The total PMM stress ratio. This ratio is the sum of the axial, major moment and minor moment stress ratio components. Table: Steel Details 2 - PMM Details - Indian IS:800-1998 Field: VMajor Page 2847 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: PRatio Field is Imported: No Format: Controlled by program Units: Unitless The axial component of the total PMM stress ratio. The total PMM stress ratio consists of the sum of the axial, major moment and minor moment components. Field: MMajRatio Field is Imported: No Format: Controlled by program Units: Unitless The major moment component of the total PMM stress ratio. The total PMM stress ratio consists of the sum of the axial, major moment and minor moment components. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: MMinRatio Field is Imported: No Format: Controlled by program Units: Unitless The minor moment component of the total PMM stress ratio. The total PMM stress ratio consists of the sum of the axial, major moment and minor moment components. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: SRLimit Field is Imported: No Format: Controlled by program Units: Unitless The stress ratio limit as specified in the preferences. Stress ratios that are less than or equal to this value are considered acceptable. Field: PDsgn Field is Imported: No Format: Force (Forces section of form) Units: Force The design axial force. Table: Steel Details 2 - PMM Details - Indian IS:800-1998 Field: PRatio Page 2848 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Sigmaa Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The design axial stress. Field: Sigmaat Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The allowable axial tensile stress. Field: Sigmaac Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The allowable axial compressive stress. Field: MMajDsgn Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The design major moment. This moment includes applicable amplification factors, if any. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: SigmaMajor Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The design major moment bending stress. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Table: Steel Details 2 - PMM Details - Indian IS:800-1998 Field: Sigmaa Page 2849 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: SigmaBCMaj Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The allowable major axis bending stress in compression. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: SigmaBTMaj Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The allowable major axis bending stress in tension. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: CmMajor Field is Imported: No Format: Controlled by program Units: Unitless Unitless factor, Cm, for major axis bending used in determining the stress ratio. It captures the effect of non-uniform moment distribution along the length. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: fcb Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 Elastic critical stress for major axis bending as calculated per section IS 6.2.4. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Table: Steel Details 2 - PMM Details - Indian IS:800-1998 Field: SigmaBCMaj Page 2850 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: FCCMajor Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 Euler stress for major axis bending stress. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: KMajor Field is Imported: No Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object local major axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the effective length for the object. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: LRatioMajor Field is Imported: No Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object major axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the unbraced length for the object. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: Psi Field is Imported: No Format: Controlled by program Units: Unitless Psi is the ratio of the total area of both flanges at the point of least bending moment to the corresponding area at the point of greatest bending moment between two bracing points. For prismatic members its value is 1.Psi is used to calculate the value of the coefficient k1 per section IS 6.2.4 and IS Table 6.3. Table: Steel Details 2 - PMM Details - Indian IS:800-1998 Field: FCCMajor Page 2851 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: K1 Field is Imported: No Format: Controlled by program Units: Unitless k1 is the coefficient to allow for reduction of fcb for nonprismatic frame members, especially when the flange area changes with the length within two bracing points. The coefficient k1 varies with the ratio Psi per section IS 6.2.4 and IS Table 6.3. Field: Omega Field is Imported: No Format: Controlled by program Units: Unitless Omega is the ratio of the moment of inertia of the compression flange alone to that of the sum of the moments of inertia of the flanges. Each moment of inertia is calculated about its own axis parallel to the 2-2 axis of the member at the point at which the stress ratio is calculated. Omega varies between 0 and 1. Omega is equal to 0.5 for doubly symmetric sections. Omega is used to calculate the value of the coefficient k2 per section IS 6.2.4 and IS Table 6.4. Field: K2 Field is Imported: No Format: Controlled by program Units: Unitless k2 is the coefficient to allow for inequality of flanges of non-symmetric frame members. The coefficient k1 varies with the ratio Omega per section IS 6.2.4 and IS Table 6.4. Field: c1 Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length c1 is the lesser distance from the section neutral axis to the extreme fiber. It is used to calculate fcb in section IS 6.2.4. Field: c2 Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length c2 is the greater distance from the section neutral axis to the extreme fiber. It is used to calculate fcb in section IS 6.2.4. Table: Steel Details 2 - PMM Details - Indian IS:800-1998 Field: K1 Page 2852 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Y Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 Y is a quantitity used to calculate fcb in section IS 6.2.4. It has the dimension of stress. Field: X Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 X is a quantitity used to calculate fcb in section IS 6.2.4. It has the dimension of stress. Field: MMinDsgn Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The design minor moment. This moment includes applicable amplification factors, if any. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: SigmaMinor Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The design minor moment bending stress. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: SigmaBCMin Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The allowable minor axis bending stress in compression. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Steel Details 2 - PMM Details - Indian IS:800-1998 Field: Y Page 2853 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: SigmaBTMin Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The allowable minor axis bending stress in tension. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: CmMinor Field is Imported: No Format: Controlled by program Units: Unitless Unitless factor, Cm, for minor axis bending used in determining the stress ratio. It captures the effect of non-uniform moment distribution along the length. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: FCCMinor Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 Euler stress for minor axis bending stress. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: KMinor Field is Imported: No Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object minor axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the effective length for the object. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Steel Details 2 - PMM Details - Indian IS:800-1998 Field: SigmaBTMin Page 2854 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: LRatioMinor Field is Imported: No Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object minor axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the unbraced length for the object. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: Fy Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The steel yield stress for the design section. Field: E Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The modulus of elasticity for the design section. Field: Length Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The total length of the frame object (not clear length). Field: MajAxisAng Field is Imported: No Format: Angles (Structure Dimensions section of form) Units: Degrees The angle measured counterclockwise from the local 3-axis to the major axis. Field: RLLF Field is Imported: No Format: Controlled by program Units: Unitless The reduced live load factor. A reducible live load is multiplied by this factor to obtain the reduced live load for the frame object. Table: Steel Details 2 - PMM Details - Indian IS:800-1998 Field: LRatioMinor Page 2855 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: SectClass Field is Imported: No Format: Controlled by program Units: Text This is either Too Slender, Slender, or Non-Slender indicating the classification of the section. Field: FramingType Field is Imported: No Format: Controlled by program Units: Text The framing type. This is either Moment Frame or Braced Frame. This item is used for ductility considerations in the design. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Details 2 - PMM Details - Italian UNI 10011 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Table: Steel Details 2 - PMM Details - Italian UNI 10011 Field: SectClass Page 2856 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'Overstressed', 'See ErrMsg', 'See WarnMsg', 'See ErrMsg and WarnMsg', or 'Overstressed and See WarnMsg' indicating the design status. Field: Combo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the PMM details are reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: Location Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: N Field is Imported: No Format: Force (Forces section of form) Units: Force The axial load for the specified combo. Field: MMajor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The major bending moment for the specified combo. Table: Steel Details 2 - PMM Details - Italian UNI 10011 Field: DesignType Page 2857 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: MMinor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The minor bending moment for the specified combo. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: VMajor Field is Imported: No Format: Force (Forces section of form) Units: Force The major shear for the specified combo. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: VMinor Field is Imported: No Format: Force (Forces section of form) Units: Force The minor shear for the specified combo. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: T Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The torsion (about the local 1-axis) for the specified combo. This item is reported for information only. It is not used in the design. Table: Steel Details 2 - PMM Details - Italian UNI 10011 Field: MMinor Page 2858 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Equation Field is Imported: No Format: Controlled by program Units: Text The equation used to obtain the reported ratios. Field: TotalRatio Field is Imported: No Format: Controlled by program Units: Unitless The total PMM stress ratio. This ratio is the sum of the axial, major moment and minor moment stress ratio components. Field: NRatio Field is Imported: No Format: Controlled by program Units: Unitless The axial component of the total PMM stress ratio. The total PMM stress ratio consists of the sum of the axial, major moment and minor moment components. Field: MMajRatio Field is Imported: No Format: Controlled by program Units: Unitless The major moment component of the total PMM stress ratio. The total PMM stress ratio consists of the sum of the axial, major moment and minor moment components. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: MMinRatio Field is Imported: No Format: Controlled by program Units: Unitless The minor moment component of the total PMM stress ratio. The total PMM stress ratio consists of the sum of the axial, major moment and minor moment components. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Steel Details 2 - PMM Details - Italian UNI 10011 Field: Equation Page 2859 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: SRLimit Field is Imported: No Format: Controlled by program Units: Unitless The stress ratio limit as specified in the preferences. Stress ratios that are less than or equal to this value are considered acceptable. Field: SigmaAdm Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 Admissible tensile stress. Field: LoadCond Field is Imported: No Format: Controlled by program Units: Unitless Load condition: 1 for combinations with no lateral load, 2 for combinations with lateral load. Field: Omega1Mod Field is Imported: No Format: Controlled by program Units: Yes/No This item is Yes or No indicating whether the 1.4 factor has been used with Omega1 (CNR 7.3.2.2.1, Table 7-VI). Field: NDsgn Field is Imported: No Format: Force (Forces section of form) Units: Force The design axial force. Field: SigmaN Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The design axial stress (N/A). Table: Steel Details 2 - PMM Details - Italian UNI 10011 Field: SRLimit Page 2860 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: SigmaC Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The allowable axial compressive stress (CNR 7.2.2.3.1, 7.2.2.3.2, Table 7-I). Field: AlphaFactor Field is Imported: No Format: Controlled by program Units: Unitless The Alpha factor used in compression curve (CNR 7.2.2.3.1, 7.2.2.3.2, Table 7-I, Table 7-II). Field: OmegaFactor Field is Imported: No Format: Controlled by program Units: Unitless The Omega amplification factor used in compression curve (CNR 7.2.2.4). Field: MMajDsgn Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The design major moment. This moment includes applicable amplification factors, if any. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: MeqMajorPMM Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length Equivalent major moment, Meq, for major axis bending used in determining the stress ratio in PMM mode. It captures the effect of non-uniform moment distribution along the length (CNR 7.4.1.1). For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Table: Steel Details 2 - PMM Details - Italian UNI 10011 Field: SigmaC Page 2861 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: MeqMajorLTB Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length Equivalent major moment, Meq, for major axis bending used in determining the stress ratio in PMM-LTB mode. It captures the effect of non-uniform moment distribution along the length (CNR 7.3.2.2.1). For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: SigmaMajor Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The design major moment bending stress (M/W). For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: NcrMajor Field is Imported: No Format: Force (Forces section of form) Units: Force Euler critical axial capacity for major axis bending (CNR 7.4.1, Table 7.4.1). For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: KMajor Field is Imported: No Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object minor axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the effective length for the object. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Steel Details 2 - PMM Details - Italian UNI 10011 Field: MeqMajorLTB Page 2862 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: LRatioMajor Field is Imported: No Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object minor axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the unbraced length for the object. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: Omega1 Field is Imported: No Format: Controlled by program Units: Unitless Unitless factor, Omega1, used in determining the stress ratio (CNR 7.3.2.2.1, Table 7-VI). Field: MMinDsgn Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The design minor moment. This moment includes applicable amplification factors, if any. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: MeqMinorPMM Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length Equivalent minor moment, Meq, for major axis bending used in determining the stress ratio in PMM mode. It captures the effect of non-uniform moment distribution along the length (CNR 7.4.1.1). For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Steel Details 2 - PMM Details - Italian UNI 10011 Field: LRatioMajor Page 2863 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: MeqMinorLTB Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length Equivalent minor moment, Meq, for major axis bending used in determining the stress ratio in PMM-LTB mode. It captures the effect of non-uniform moment distribution along the length (CNR 7.3.2.2.1). For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: SigmaMinor Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The design minor moment bending stress (M/W). For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: NcrMinor Field is Imported: No Format: Force (Forces section of form) Units: Force Euler critical axial capacity for minor axis bending (CNR 7.4.1, Table 7.4.1). For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: KMinor Field is Imported: No Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object minor axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the effective length for the object. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Steel Details 2 - PMM Details - Italian UNI 10011 Field: MeqMinorLTB Page 2864 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: LRatioMinor Field is Imported: No Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object minor axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the unbraced length for the object. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: Fy Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The steel yield stress for the design section. Field: E Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The modulus of elasticity for the design section. Field: Length Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The total length of the frame object (not clear length). Field: MajAxisAng Field is Imported: No Format: Angles (Structure Dimensions section of form) Units: Degrees The angle measured counterclockwise from the local 3-axis to the major axis. Field: RLLF Field is Imported: No Format: Controlled by program Units: Unitless The reduced live load factor. A reducible live load is multiplied by this factor to obtain the reduced live load for the frame object. Table: Steel Details 2 - PMM Details - Italian UNI 10011 Field: LRatioMinor Page 2865 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: FramingType Field is Imported: No Format: Controlled by program Units: Text The framing type. This is either Sway Frame or Nonsway Frame. This item is used for ductility considerations in the design. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Details 2 - PMM Details - UBC97-ASD Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Table: Steel Details 2 - PMM Details - UBC97-ASD Field: FramingType Page 2866 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'Overstressed', 'See ErrMsg', 'See WarnMsg', 'See ErrMsg and WarnMsg', or 'Overstressed and See WarnMsg' indicating the design status. Field: Combo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the PMM details are reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: Location Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: P Field is Imported: No Format: Force (Forces section of form) Units: Force The axial load for the specified combo. Field: MMajor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The major bending moment for the specified combo. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Table: Steel Details 2 - PMM Details - UBC97-ASD Field: Status Page 2867 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: MMinor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The minor bending moment for the specified combo. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: VMajor Field is Imported: No Format: Force (Forces section of form) Units: Force The major shear for the specified combo. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: VMinor Field is Imported: No Format: Force (Forces section of form) Units: Force The minor shear for the specified combo. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: T Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The torsion (about the local 1-axis) for the specified combo. This item is reported for information only. It is not used in the design. Field: Equation Field is Imported: No Format: Controlled by program Units: Text The equation used to obtain the reported ratios. Table: Steel Details 2 - PMM Details - UBC97-ASD Field: MMinor Page 2868 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: TotalRatio Field is Imported: No Format: Controlled by program Units: Unitless The total PMM stress ratio. This ratio is the sum of the axial, major moment and minor moment stress ratio components. Field: PRatio Field is Imported: No Format: Controlled by program Units: Unitless The axial component of the total PMM stress ratio. The total PMM stress ratio consists of the sum of the axial, major moment and minor moment components. Field: MMajRatio Field is Imported: No Format: Controlled by program Units: Unitless The major moment component of the total PMM stress ratio. The total PMM stress ratio consists of the sum of the axial, major moment and minor moment components. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: MMinRatio Field is Imported: No Format: Controlled by program Units: Unitless The minor moment component of the total PMM stress ratio. The total PMM stress ratio consists of the sum of the axial, major moment and minor moment components. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: SRLimit Field is Imported: No Format: Controlled by program Units: Unitless The stress ratio limit as specified in the preferences. Stress ratios that are less than or equal to this value are considered acceptable. Table: Steel Details 2 - PMM Details - UBC97-ASD Field: TotalRatio Page 2869 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: PDsgn Field is Imported: No Format: Force (Forces section of form) Units: Force The design axial force. Field: ffa Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The design axial stress. Field: Fa Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The allowable axial compressive stress. Field: Ft Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The allowable axial tensile stress. Field: MMajDsgn Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The design major moment. This moment includes applicable amplification factors, if any. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: ffbMajor Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The design major moment bending stress. Table: Steel Details 2 - PMM Details - UBC97-ASD Field: PDsgn Page 2870 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: FbMajor Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The allowable major axis bending stress. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: FeMajor Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 Euler stress for major axis bending stress divided by a factor of safety. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: CmMajor Field is Imported: No Format: Controlled by program Units: Unitless Unitless factor, Cm, for major axis bending used in determining the stress ratio. It captures the effect of non-uniform moment distribution along the length. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: XKMajor Field is Imported: No Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object local major axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the effective length for the object. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Table: Steel Details 2 - PMM Details - UBC97-ASD Field: FbMajor Page 2871 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: XLMajor Field is Imported: No Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object major axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the unbraced length for the object. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: Cb Field is Imported: No Format: Controlled by program Units: Unitless Unitless factor, Cb, used in determining the allowable bending stress. Field: MMinDsgn Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The design minor moment. This moment includes applicable amplification factors, if any. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: ffbMinor Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The design minor moment bending stress. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: FbMinor Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The allowable minor axis bending stress. Table: Steel Details 2 - PMM Details - UBC97-ASD Field: XLMajor Page 2872 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: FeMinor Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 Euler stress for minor axis bending stress divided by a factor of safety. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: CmMinor Field is Imported: No Format: Controlled by program Units: Unitless Unitless factor, Cm, for minor axis bending used in determining the stress ratio. It captures the effect of non-uniform moment distribution along the length. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: XKMinor Field is Imported: No Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object minor axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the effective length for the object. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: XLMinor Field is Imported: No Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object minor axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the unbraced length for the object. Table: Steel Details 2 - PMM Details - UBC97-ASD Field: FeMinor Page 2873 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: Fy Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The steel yield stress for the design section. Field: E Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The modulus of elasticity for the design section. Field: Length Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The total length of the frame object (not clear length). Field: MajAxisAng Field is Imported: No Format: Angles (Structure Dimensions section of form) Units: Degrees The angle measured counterclockwise from the local 3-axis to the major axis. Field: RLLF Field is Imported: No Format: Controlled by program Units: Unitless The reduced live load factor. A reducible live load is multiplied by this factor to obtain the reduced live load for the frame object. Field: SectClass Field is Imported: No Format: Controlled by program Units: Text This is either Compact, Non-Compact, Slender, Too Slender or Seismic indicating the classification of the section. Table: Steel Details 2 - PMM Details - UBC97-ASD Field: Fy Page 2874 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: FramingType Field is Imported: No Format: Controlled by program Units: Text The framing type. This is either Ordinary MRF, Special MRF, Braced Frame, Special CBF or Eccentric BF. MRF is short for Moment Resisting Frame. CBF is short for Concentric Braced Frame. BF is short for Braced Frame. This item is used for ductility considerations in the design. Field: SeisZone Field is Imported: No Format: Controlled by program Units: Text The seismic zone. This is either Zone 0, Zone 1, Zone 2, Zone 3 or Zone 4. Field: Omega0 Field is Imported: No Format: Controlled by program Units: Unitless Omega0 factor that is related to seismic force and ductility. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Details 2 - PMM Details - UBC97-ASD Field: FramingType Page 2875 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Steel Details 2 - PMM Details - UBC97-LRFD Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'Overstressed', 'See ErrMsg', 'See WarnMsg', 'See ErrMsg and WarnMsg', or 'Overstressed and See WarnMsg' indicating the design status. Field: Combo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the PMM details are reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Table: Steel Details 2 - PMM Details - UBC97-LRFD Field: Frame Page 2876 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Location Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: Pu Field is Imported: No Format: Force (Forces section of form) Units: Force The factored axial load for the specified combo. Field: MuMajor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The factored major bending moment for the specified combo. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: MuMinor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The factored minor bending moment for the specified combo. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: VuMajor Field is Imported: No Format: Force (Forces section of form) Units: Force The factored major shear for the specified combo. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Table: Steel Details 2 - PMM Details - UBC97-LRFD Field: Location Page 2877 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VuMinor Field is Imported: No Format: Force (Forces section of form) Units: Force The factored minor shear for the specified combo. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: Tu Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The factored torsion (about the local 1-axis) for the specified combo. This item is reported for information only. It is not used in the design. Field: Equation Field is Imported: No Format: Controlled by program Units: Text The equation used to obtain the reported ratios. Field: TotalRatio Field is Imported: No Format: Controlled by program Units: Unitless The total PMM stress ratio. This ratio is the sum of the axial, major moment and minor moment stress ratio components. Field: PRatio Field is Imported: No Format: Controlled by program Units: Unitless The axial component of the total PMM stress ratio. The total PMM stress ratio consists of the sum of the axial, major moment and minor moment components. Table: Steel Details 2 - PMM Details - UBC97-LRFD Field: VuMinor Page 2878 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: MMajRatio Field is Imported: No Format: Controlled by program Units: Unitless The major moment component of the total PMM stress ratio. The total PMM stress ratio consists of the sum of the axial, major moment and minor moment components. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: MMinRatio Field is Imported: No Format: Controlled by program Units: Unitless The minor moment component of the total PMM stress ratio. The total PMM stress ratio consists of the sum of the axial, major moment and minor moment components. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: SRLimit Field is Imported: No Format: Controlled by program Units: Unitless The stress ratio limit as specified in the preferences. Stress ratios that are less than or equal to this value are considered acceptable. Field: PuDsgn Field is Imported: No Format: Force (Forces section of form) Units: Force The design factored axial force. Field: PhiPnc Field is Imported: No Format: Force (Forces section of form) Units: Force The axial compressive force capacity. Table: Steel Details 2 - PMM Details - UBC97-LRFD Field: MMajRatio Page 2879 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: PhiPnt Field is Imported: No Format: Force (Forces section of form) Units: Force The axial tensile force capacity. Field: MuMajDsgn Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The design factored major moment. This moment includes applicable amplification factors, if any. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: PhiMnMaj Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The major axis bending moment capacity. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: CmMajor Field is Imported: No Format: Controlled by program Units: Unitless Unitless factor, Cm, for major axis bending used in determining the stress ratio. It captures the effect of non-uniform moment distribution along the length. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: B1Major Field is Imported: No Format: Controlled by program Units: Unitless Unitless moment magnification factor for non-sway major-axis bending moment. Nonsway moments are assumed to be those resulting from dead and live loads. Table: Steel Details 2 - PMM Details - UBC97-LRFD Field: PhiPnt Page 2880 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: B2Major Field is Imported: No Format: Controlled by program Units: Unitless Unitless moment magnification factor for sway major-axis bending moment. Sway moments are assumed to be those resulting from all loads except dead and live loads. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: XKMajor Field is Imported: No Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object local major axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the effective length for the object. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: XLMajor Field is Imported: No Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object major axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the unbraced length for the object. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: Cb Field is Imported: No Format: Controlled by program Units: Unitless Unitless factor, Cb, used in determining the allowable bending stress. Table: Steel Details 2 - PMM Details - UBC97-LRFD Field: B2Major Page 2881 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: MuMinDsgn Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The design factored minor moment. This moment includes applicable amplification factors, if any. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: PhiMnMin Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The minor axis bending moment capacity. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: CmMinor Field is Imported: No Format: Controlled by program Units: Unitless Unitless factor, Cm, for minor axis bending used in determining the stress ratio. It captures the effect of non-uniform moment distribution along the length. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: B1Minor Field is Imported: No Format: Controlled by program Units: Unitless Unitless moment magnification factor for non-sway minor-axis bending moment. Nonsway moments are assumed to be those resulting from dead and live loads. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Steel Details 2 - PMM Details - UBC97-LRFD Field: MuMinDsgn Page 2882 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: B2Minor Field is Imported: No Format: Controlled by program Units: Unitless Unitless moment magnification factor for sway minor-axis bending moment. Sway moments are assumed to be those resulting from all loads except dead and live loads. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: XKMinor Field is Imported: No Format: Controlled by program Units: Unitless Effective length factor for buckling about the frame object minor axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the effective length for the object. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: XLMinor Field is Imported: No Format: Controlled by program Units: Unitless Unbraced length factor for buckling about the frame object minor axis. This item is specified as a fraction of the frame object length. Multiplying this factor times the frame object length gives the unbraced length for the object. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: Fy Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The steel yield stress for the design section. Table: Steel Details 2 - PMM Details - UBC97-LRFD Field: B2Minor Page 2883 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: E Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The modulus of elasticity for the design section. Field: Length Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The total length of the frame object (not clear length). Field: MajAxisAng Field is Imported: No Format: Angles (Structure Dimensions section of form) Units: Degrees The angle measured counterclockwise from the local 3-axis to the major axis. Field: RLLF Field is Imported: No Format: Controlled by program Units: Unitless The reduced live load factor. A reducible live load is multiplied by this factor to obtain the reduced live load for the frame object. Field: SectClass Field is Imported: No Format: Controlled by program Units: Text This is either Compact, Non-Compact, Slender, Too Slender or Seismic indicating the classification of the section. Field: FramingType Field is Imported: No Format: Controlled by program Units: Text The framing type. This is either Ordinary MRF, Special MRF, Braced Frame, Special CBF or Eccentric BF. MRF is short for Moment Resisting Frame. CBF is short for Concentric Braced Frame. BF is short for Braced Frame. This item is used for ductility considerations in the design. Table: Steel Details 2 - PMM Details - UBC97-LRFD Field: E Page 2884 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: SeisZone Field is Imported: No Format: Controlled by program Units: Text The seismic zone. This is either Zone 0, Zone 1, Zone 2, Zone 3 or Zone 4. Field: Omega0 Field is Imported: No Format: Controlled by program Units: Unitless Omega0 factor that is related to seismic force and ductility. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Details 3 - Shear Details - AISC360-05-IBC2006 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Table: Steel Details 3 - Shear Details - AISC360-05-IBC2006 Field: SeisZone Page 2885 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'Overstressed', 'See ErrMsg', 'See WarnMsg', 'See ErrMsg and WarnMsg', or 'Overstressed and See WarnMsg' indicating the design status. Field: VMajorCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the major shear data is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: VMajorLoc Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: VMajorRatio Field is Imported: No Format: Controlled by program Units: Unitless The major shear stress ratio. Table: Steel Details 3 - Shear Details - AISC360-05-IBC2006 Field: DesignType Page 2886 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: VrMajDsgn Field is Imported: No Format: Force (Forces section of form) Units: Force The design factored major shear. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: PhiVnMajor Field is Imported: No Format: Force (Forces section of form) Units: Force The major direction shear capacity. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: VnMajOmega Field is Imported: No Format: Force (Forces section of form) Units: Force The major direction shear capacity. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: TrMajor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The factored torsion (about the local 1-axis) for the specified VMajorCombo. This item is reported for information only. It is not used in the design. Table: Steel Details 3 - Shear Details - AISC360-05-IBC2006 Field: VrMajDsgn Page 2887 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VMinorCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the minor shear data is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: VMinorLoc Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: VMinorRatio Field is Imported: No Format: Controlled by program Units: Unitless The minor shear stress ratio. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: VrMinDsgn Field is Imported: No Format: Force (Forces section of form) Units: Force The design factored minor shear. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Steel Details 3 - Shear Details - AISC360-05-IBC2006 Field: VMinorCombo Page 2888 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: PhiVnMinor Field is Imported: No Format: Force (Forces section of form) Units: Force The minor direction shear capacity. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: VnMinOmega Field is Imported: No Format: Force (Forces section of form) Units: Force The minor direction shear capacity. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: TrMinor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The factored torsion (about the local 1-axis) for the specified VMinorCombo. This item is reported for information only. It is not used in the design. Field: DCLimit Field is Imported: No Format: Controlled by program Units: Unitless The stress ratio limit to be used for acceptability.Stress ratios that are less than or equal to this value are considered acceptable.Program determined value means it is taken from the steel preferences.Specifying 0 means the value is program determined. Field: RLLF Field is Imported: No Format: Controlled by program Units: Unitless The live load reduction factor.A reducible live load is multiplied by this factor to obtain the reduced live load for the frame object.Specifying 0 means the value is program determined. Table: Steel Details 3 - Shear Details - AISC360-05-IBC2006 Field: PhiVnMinor Page 2889 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: FramingType Field is Imported: No Format: Controlled by program Units: Text This is either"Moment Frame" or "Braced Frame". This item is used for ductility considerations in the design.Program determined value means it is taken from the steel preferences. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Details 3 - Shear Details - AISC-ASD01 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Table: Steel Details 3 - Shear Details - AISC-ASD01 Field: FramingType Page 2890 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'Overstressed', 'See ErrMsg', 'See WarnMsg', 'See ErrMsg and WarnMsg', or 'Overstressed and See WarnMsg' indicating the design status. Field: VMajorCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the major shear data is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: VMajorLoc Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: VMajor Field is Imported: No Format: Force (Forces section of form) Units: Force The major shear for the specified combo. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Table: Steel Details 3 - Shear Details - AISC-ASD01 Field: Status Page 2891 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VMajorRatio Field is Imported: No Format: Controlled by program Units: Unitless The major shear stress ratio. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: ffvMajor Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The design major shear stress. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: FvMajor Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The allowable major direction shear. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: TMajor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The torsion (about the local 1-axis) for the specified VMajorCombo. This item is reported for information only. It is not used in the design. Table: Steel Details 3 - Shear Details - AISC-ASD01 Field: VMajorRatio Page 2892 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VMinorCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the minor shear data is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: VMinorLoc Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: VMinor Field is Imported: No Format: Force (Forces section of form) Units: Force The minor shear for the specified combo. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: VMinorRatio Field is Imported: No Format: Controlled by program Units: Unitless The minor shear stress ratio. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Steel Details 3 - Shear Details - AISC-ASD01 Field: VMinorCombo Page 2893 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ffvMinor Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The design minor shear stress. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: FvMinor Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The allowable minor direction shear. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: TMinor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The torsion (about the local 1-axis) for the specified VMinorCombo. This item is reported for information only. It is not used in the design. Field: SRLimit Field is Imported: No Format: Controlled by program Units: Unitless The stress ratio limit as specified in the preferences. Stress ratios that are less than or equal to this value are considered acceptable. Field: RLLF Field is Imported: No Format: Controlled by program Units: Unitless The reduced live load factor. A reducible live load is multiplied by this factor to obtain the reduced live load for the frame object. Table: Steel Details 3 - Shear Details - AISC-ASD01 Field: ffvMinor Page 2894 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: FramingType Field is Imported: No Format: Controlled by program Units: Text The framing type. This is either Moment Frame or Braced Frame. This item is used for ductility considerations in the design. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Details 3 - Shear Details - AISC-ASD89 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Table: Steel Details 3 - Shear Details - AISC-ASD89 Field: FramingType Page 2895 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'Overstressed', 'See ErrMsg', 'See WarnMsg', 'See ErrMsg and WarnMsg', or 'Overstressed and See WarnMsg' indicating the design status. Field: VMajorCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the major shear data is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: VMajorLoc Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: VMajor Field is Imported: No Format: Force (Forces section of form) Units: Force The major shear for the specified combo. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Table: Steel Details 3 - Shear Details - AISC-ASD89 Field: Status Page 2896 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VMajorRatio Field is Imported: No Format: Controlled by program Units: Unitless The major shear stress ratio. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: ffvMajor Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The design major shear stress. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: FvMajor Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The allowable major direction shear. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: TMajor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The torsion (about the local 1-axis) for the specified VMajorCombo. This item is reported for information only. It is not used in the design. Table: Steel Details 3 - Shear Details - AISC-ASD89 Field: VMajorRatio Page 2897 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VMinorCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the minor shear data is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: VMinorLoc Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: VMinor Field is Imported: No Format: Force (Forces section of form) Units: Force The minor shear for the specified combo. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: VMinorRatio Field is Imported: No Format: Controlled by program Units: Unitless The minor shear stress ratio. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Steel Details 3 - Shear Details - AISC-ASD89 Field: VMinorCombo Page 2898 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ffvMinor Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The design minor shear stress. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: FvMinor Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The allowable minor direction shear. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: TMinor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The torsion (about the local 1-axis) for the specified VMinorCombo. This item is reported for information only. It is not used in the design. Field: SRLimit Field is Imported: No Format: Controlled by program Units: Unitless The stress ratio limit as specified in the preferences. Stress ratios that are less than or equal to this value are considered acceptable. Field: RLLF Field is Imported: No Format: Controlled by program Units: Unitless The reduced live load factor. A reducible live load is multiplied by this factor to obtain the reduced live load for the frame object. Table: Steel Details 3 - Shear Details - AISC-ASD89 Field: ffvMinor Page 2899 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: FramingType Field is Imported: No Format: Controlled by program Units: Text The framing type. This is either Moment Frame or Braced Frame. This item is used for ductility considerations in the design. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Details 3 - Shear Details - AISC-LRFD93 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Table: Steel Details 3 - Shear Details - AISC-LRFD93 Field: FramingType Page 2900 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'Overstressed', 'See ErrMsg', 'See WarnMsg', 'See ErrMsg and WarnMsg', or 'Overstressed and See WarnMsg' indicating the design status. Field: VMajorCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the major shear data is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: VMajorLoc Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: VMajorRatio Field is Imported: No Format: Controlled by program Units: Unitless The major shear stress ratio. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Table: Steel Details 3 - Shear Details - AISC-LRFD93 Field: Status Page 2901 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VuMajDsgn Field is Imported: No Format: Force (Forces section of form) Units: Force The design factored major shear. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: PhiVnMaj Field is Imported: No Format: Force (Forces section of form) Units: Force The major direction shear capacity. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: TuMajor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The factored torsion (about the local 1-axis) for the specified VMajorCombo. This item is reported for information only. It is not used in the design. Field: VMinorCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the minor shear data is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Steel Details 3 - Shear Details - AISC-LRFD93 Field: VuMajDsgn Page 2902 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VMinorLoc Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: VMinorRatio Field is Imported: No Format: Controlled by program Units: Unitless The minor shear stress ratio. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: VuMinDsgn Field is Imported: No Format: Force (Forces section of form) Units: Force The design factored minor shear. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: PhiVnMin Field is Imported: No Format: Force (Forces section of form) Units: Force The minor direction shear capacity. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Steel Details 3 - Shear Details - AISC-LRFD93 Field: VMinorLoc Page 2903 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: TuMinor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The factored torsion (about the local 1-axis) for the specified VMinorCombo. This item is reported for information only. It is not used in the design. Field: SRLimit Field is Imported: No Format: Controlled by program Units: Unitless The stress ratio limit as specified in the preferences. Stress ratios that are less than or equal to this value are considered acceptable. Field: RLLF Field is Imported: No Format: Controlled by program Units: Unitless The reduced live load factor. A reducible live load is multiplied by this factor to obtain the reduced live load for the frame object. Field: FramingType Field is Imported: No Format: Controlled by program Units: Text The framing type. This is either Moment Frame or Braced Frame. This item is used for ductility considerations in the design. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Details 3 - Shear Details - AISC-LRFD93 Field: TuMinor Page 2904 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Steel Details 3 - Shear Details - AISC-LRFD99 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'Overstressed', 'See ErrMsg', 'See WarnMsg', 'See ErrMsg and WarnMsg', or 'Overstressed and See WarnMsg' indicating the design status. Field: VMajorCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the major shear data is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Table: Steel Details 3 - Shear Details - AISC-LRFD99 Field: Frame Page 2905 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VMajorLoc Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: VMajorRatio Field is Imported: No Format: Controlled by program Units: Unitless The major shear stress ratio. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: VuMajDsgn Field is Imported: No Format: Force (Forces section of form) Units: Force The design factored major shear. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: PhiVnMaj Field is Imported: No Format: Force (Forces section of form) Units: Force The major direction shear capacity. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Table: Steel Details 3 - Shear Details - AISC-LRFD99 Field: VMajorLoc Page 2906 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: TuMajor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The factored torsion (about the local 1-axis) for the specified VMajorCombo. This item is reported for information only. It is not used in the design. Field: VMinorCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the minor shear data is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: VMinorLoc Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: VMinorRatio Field is Imported: No Format: Controlled by program Units: Unitless The minor shear stress ratio. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Steel Details 3 - Shear Details - AISC-LRFD99 Field: TuMajor Page 2907 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VuMinDsgn Field is Imported: No Format: Force (Forces section of form) Units: Force The design factored minor shear. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: PhiVnMin Field is Imported: No Format: Force (Forces section of form) Units: Force The minor direction shear capacity. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: TuMinor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The factored torsion (about the local 1-axis) for the specified VMinorCombo. This item is reported for information only. It is not used in the design. Field: SRLimit Field is Imported: No Format: Controlled by program Units: Unitless The stress ratio limit as specified in the preferences. Stress ratios that are less than or equal to this value are considered acceptable. Field: RLLF Field is Imported: No Format: Controlled by program Units: Unitless The reduced live load factor. A reducible live load is multiplied by this factor to obtain the reduced live load for the frame object. Table: Steel Details 3 - Shear Details - AISC-LRFD99 Field: VuMinDsgn Page 2908 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: FramingType Field is Imported: No Format: Controlled by program Units: Text The framing type. This is either Moment Frame or Braced Frame. This item is used for ductility considerations in the design. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Details 3 - Shear Details - API RP2A-LRFD 97 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Table: Steel Details 3 - Shear Details - API RP2A-LRFD 97 Field: FramingType Page 2909 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'Overstressed', 'See ErrMsg', 'See WarnMsg', 'See ErrMsg and WarnMsg', or 'Overstressed and See WarnMsg' indicating the design status. Field: VMajorCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the major shear data is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: VMajorLoc Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: VMajorRatio Field is Imported: No Format: Controlled by program Units: Unitless The major shear stress ratio. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Table: Steel Details 3 - Shear Details - API RP2A-LRFD 97 Field: Status Page 2910 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VuMajDsgn Field is Imported: No Format: Force (Forces section of form) Units: Force The design factored major shear. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: PhiVnMaj Field is Imported: No Format: Force (Forces section of form) Units: Force The major direction shear capacity. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: TuMajor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The factored torsion (about the local 1-axis) for the specified VMajorCombo. This item is reported for information only. It is not used in the design. Field: VMinorCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the minor shear data is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Steel Details 3 - Shear Details - API RP2A-LRFD 97 Field: VuMajDsgn Page 2911 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VMinorLoc Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: VMinorRatio Field is Imported: No Format: Controlled by program Units: Unitless The minor shear stress ratio. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: VuMinDsgn Field is Imported: No Format: Force (Forces section of form) Units: Force The design factored minor shear. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: PhiVnMin Field is Imported: No Format: Force (Forces section of form) Units: Force The minor direction shear capacity. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Steel Details 3 - Shear Details - API RP2A-LRFD 97 Field: VMinorLoc Page 2912 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: TuMinor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The factored torsion (about the local 1-axis) for the specified VMinorCombo. This item is reported for information only. It is not used in the design. Field: SRLimit Field is Imported: No Format: Controlled by program Units: Unitless The stress ratio limit as specified in the preferences. Stress ratios that are less than or equal to this value are considered acceptable. Field: RLLF Field is Imported: No Format: Controlled by program Units: Unitless The reduced live load factor. A reducible live load is multiplied by this factor to obtain the reduced live load for the frame object. Field: FramingType Field is Imported: No Format: Controlled by program Units: Text The framing type. This is either Moment Frame or Braced Frame. This item is used for ductility considerations in the design. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Details 3 - Shear Details - API RP2A-LRFD 97 Field: TuMinor Page 2913 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Steel Details 3 - Shear Details - API RP2A-WSD2000 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'Overstressed', 'See ErrMsg', 'See WarnMsg', 'See ErrMsg and WarnMsg', or 'Overstressed and See WarnMsg' indicating the design status. Field: VMajorCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the major shear data is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Table: Steel Details 3 - Shear Details - API RP2A-WSD2000 Field: Frame Page 2914 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VMajorLoc Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: VMajor Field is Imported: No Format: Force (Forces section of form) Units: Force The major shear for the specified combo. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: VMajorRatio Field is Imported: No Format: Controlled by program Units: Unitless The major shear stress ratio. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: ffvMajor Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The design major shear stress. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Table: Steel Details 3 - Shear Details - API RP2A-WSD2000 Field: VMajorLoc Page 2915 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: FvMajor Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The allowable major direction shear. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: TMajor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The torsion (about the local 1-axis) for the specified VMajorCombo. This item is reported for information only. It is not used in the design. Field: VMinorCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the minor shear data is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: VMinorLoc Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Table: Steel Details 3 - Shear Details - API RP2A-WSD2000 Field: FvMajor Page 2916 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VMinor Field is Imported: No Format: Force (Forces section of form) Units: Force The minor shear for the specified combo. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: VMinorRatio Field is Imported: No Format: Controlled by program Units: Unitless The minor shear stress ratio. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: ffvMinor Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The design minor shear stress. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: FvMinor Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The allowable minor direction shear. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Steel Details 3 - Shear Details - API RP2A-WSD2000 Field: VMinor Page 2917 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: TMinor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The torsion (about the local 1-axis) for the specified VMinorCombo. This item is reported for information only. It is not used in the design. Field: SRLimit Field is Imported: No Format: Controlled by program Units: Unitless The stress ratio limit as specified in the preferences. Stress ratios that are less than or equal to this value are considered acceptable. Field: RLLF Field is Imported: No Format: Controlled by program Units: Unitless The reduced live load factor. A reducible live load is multiplied by this factor to obtain the reduced live load for the frame object. Field: FramingType Field is Imported: No Format: Controlled by program Units: Text The framing type. This is either Moment Frame or Braced Frame. This item is used for ductility considerations in the design. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Details 3 - Shear Details - API RP2A-WSD2000 Field: TMinor Page 2918 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Steel Details 3 - Shear Details - ASCE 10-97 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'Overstressed', 'See ErrMsg', 'See WarnMsg', 'See ErrMsg and WarnMsg', or 'Overstressed and See WarnMsg' indicating the design status. Field: VMajorCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the major shear data is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Table: Steel Details 3 - Shear Details - ASCE 10-97 Field: Frame Page 2919 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VMajorLoc Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: VuMajor Field is Imported: No Format: Force (Forces section of form) Units: Force The factored major shear for the specified combo. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: VMajorRatio Field is Imported: No Format: Controlled by program Units: Unitless The major shear stress ratio. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: ffvMajor Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The design major shear stress. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Table: Steel Details 3 - Shear Details - ASCE 10-97 Field: VMajorLoc Page 2920 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: FvMajor Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The allowable major direction shear. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: TuMajor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The factored torsion (about the local 1-axis) for the specified VMajorCombo. This item is reported for information only. It is not used in the design. Field: VMinorCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the minor shear data is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: VMinorLoc Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Table: Steel Details 3 - Shear Details - ASCE 10-97 Field: FvMajor Page 2921 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VuMinor Field is Imported: No Format: Force (Forces section of form) Units: Force The factored minor shear for the specified combo. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: VMinorRatio Field is Imported: No Format: Controlled by program Units: Unitless The minor shear stress ratio. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: ffvMinor Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The design minor shear stress. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: FvMinor Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The allowable minor direction shear. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Steel Details 3 - Shear Details - ASCE 10-97 Field: VuMinor Page 2922 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: TuMinor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The factored torsion (about the local 1-axis) for the specified VMinorCombo. This item is reported for information only. It is not used in the design. Field: SRLimit Field is Imported: No Format: Controlled by program Units: Unitless The stress ratio limit as specified in the preferences. Stress ratios that are less than or equal to this value are considered acceptable. Field: RLLF Field is Imported: No Format: Controlled by program Units: Unitless The reduced live load factor. A reducible live load is multiplied by this factor to obtain the reduced live load for the frame object. Field: FramingType Field is Imported: No Format: Controlled by program Units: Text The framing type. This is either Moment Frame or Braced Frame. This item is used for ductility considerations in the design. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Details 3 - Shear Details - ASCE 10-97 Field: TuMinor Page 2923 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Steel Details 3 - Shear Details for Angles - ASCE 10-97 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'Overstressed', 'See ErrMsg', 'See WarnMsg', 'See ErrMsg and WarnMsg', or 'Overstressed and See WarnMsg' indicating the design status. Field: VMajorCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the major shear data is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Table: Steel Details 3 - Shear Details for Angles - ASCE 10-97 Field: Frame Page 2924 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VMajorLoc Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: VuMajor Field is Imported: No Format: Force (Forces section of form) Units: Force The factored major shear for the specified combo. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: TuMajor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The factored torsion (about the local 1-axis) for the specified VMajorCombo. This item is used for design. Field: VMajorRatio Field is Imported: No Format: Controlled by program Units: Unitless The major shear stress ratio. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: fvTotalMaj Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The total design major shear stress. This stress is calculated by summing the stresses due to major shear and torsion. Table: Steel Details 3 - Shear Details for Angles - ASCE 10-97 Field: VMajorLoc Page 2925 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: fvShearMaj Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The design major shear stress not including the effects of torsion. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: fvTorsMaj Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The shear stress in the major direction due to torsion. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: FvMajor Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The allowable major direction shear. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: VMinorCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the minor shear data is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). Table: Steel Details 3 - Shear Details for Angles - ASCE 10-97 Field: fvShearMaj Page 2926 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: VMinorLoc Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: VuMinor Field is Imported: No Format: Force (Forces section of form) Units: Force The factored minor shear for the specified combo. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: TuMinor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The factored torsion (about the local 1-axis) for the specified VMinorCombo. This item is used for design. Field: VMinorRatio Field is Imported: No Format: Controlled by program Units: Unitless The minor shear stress ratio. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Steel Details 3 - Shear Details for Angles - ASCE 10-97 Field: VMinorLoc Page 2927 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: fvTotalMin Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The total design minor shear stress. This stress is calculated by summing the stresses due to minor shear and torsion. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: fvShearMin Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The design minor shear stress not including the effects of torsion. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: fvTorsMin Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The shear stress in the minor direction due to torsion. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: FvMinor Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The allowable minor direction shear. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Steel Details 3 - Shear Details for Angles - ASCE 10-97 Field: fvTotalMin Page 2928 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: SRLimit Field is Imported: No Format: Controlled by program Units: Unitless The stress ratio limit as specified in the preferences. Stress ratios that are less than or equal to this value are considered acceptable. Field: RLLF Field is Imported: No Format: Controlled by program Units: Unitless The reduced live load factor. A reducible live load is multiplied by this factor to obtain the reduced live load for the frame object. Field: FramingType Field is Imported: No Format: Controlled by program Units: Text The framing type. This is either Moment Frame or Braced Frame. This item is used for ductility considerations in the design. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Details 3 - Shear Details for Angles - ASCE 10-97 Field: SRLimit Page 2929 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Steel Details 3 - Shear Details - BS5950 2000 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'Overstressed', 'See ErrMsg', 'See WarnMsg', 'See ErrMsg and WarnMsg', or 'Overstressed and See WarnMsg' indicating the design status. Field: VMajorCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the major shear data is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Table: Steel Details 3 - Shear Details - BS5950 2000 Field: Frame Page 2930 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VMajorLoc Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: VMajorRatio Field is Imported: No Format: Controlled by program Units: Unitless The major shear stress ratio. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: FvMajDsgn Field is Imported: No Format: Force (Forces section of form) Units: Force The design factored major shear. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: PvMajor Field is Imported: No Format: Force (Forces section of form) Units: Force The major direction shear capacity. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Table: Steel Details 3 - Shear Details - BS5950 2000 Field: VMajorLoc Page 2931 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: TuMajor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The factored torsion (about the local 1-axis) for the specified VMajorCombo. This item is reported for information only. It is not used in the design. Field: VMinorCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the minor shear data is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: VMinorLoc Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: VMinorRatio Field is Imported: No Format: Controlled by program Units: Unitless The minor shear stress ratio. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Steel Details 3 - Shear Details - BS5950 2000 Field: TuMajor Page 2932 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: FvMinDsgn Field is Imported: No Format: Force (Forces section of form) Units: Force The design factored minor shear. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: PvMinor Field is Imported: No Format: Force (Forces section of form) Units: Force The minor direction shear capacity. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: TuMinor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The factored torsion (about the local 1-axis) for the specified VMinorCombo. This item is reported for information only. It is not used in the design. Field: SRLimit Field is Imported: No Format: Controlled by program Units: Unitless The stress ratio limit as specified in the preferences. Stress ratios that are less than or equal to this value are considered acceptable. Field: RLLF Field is Imported: No Format: Controlled by program Units: Unitless The reduced live load factor. A reducible live load is multiplied by this factor to obtain the reduced live load for the frame object. Table: Steel Details 3 - Shear Details - BS5950 2000 Field: FvMinDsgn Page 2933 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: FramingType Field is Imported: No Format: Controlled by program Units: Text The framing type. This is either Moment Frame or Braced Frame. This item is used for ductility considerations in the design. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Details 3 - Shear Details - BS5950 90 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Table: Steel Details 3 - Shear Details - BS5950 90 Field: FramingType Page 2934 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'Overstressed', 'See ErrMsg', 'See WarnMsg', 'See ErrMsg and WarnMsg', or 'Overstressed and See WarnMsg' indicating the design status. Field: VMajorCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the major shear data is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: VMajorLoc Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: VMajorRatio Field is Imported: No Format: Controlled by program Units: Unitless The major shear stress ratio. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Table: Steel Details 3 - Shear Details - BS5950 90 Field: Status Page 2935 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: FvMajDsgn Field is Imported: No Format: Force (Forces section of form) Units: Force The design factored major shear. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: PvMajor Field is Imported: No Format: Force (Forces section of form) Units: Force The major direction shear capacity. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: TuMajor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The factored torsion (about the local 1-axis) for the specified VMajorCombo. This item is reported for information only. It is not used in the design. Field: VMinorCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the minor shear data is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Steel Details 3 - Shear Details - BS5950 90 Field: FvMajDsgn Page 2936 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VMinorLoc Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: VMinorRatio Field is Imported: No Format: Controlled by program Units: Unitless The minor shear stress ratio. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: FvMinDsgn Field is Imported: No Format: Force (Forces section of form) Units: Force The design factored minor shear. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: PvMinor Field is Imported: No Format: Force (Forces section of form) Units: Force The minor direction shear capacity. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Steel Details 3 - Shear Details - BS5950 90 Field: VMinorLoc Page 2937 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: TuMinor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The factored torsion (about the local 1-axis) for the specified VMinorCombo. This item is reported for information only. It is not used in the design. Field: SRLimit Field is Imported: No Format: Controlled by program Units: Unitless The stress ratio limit as specified in the preferences. Stress ratios that are less than or equal to this value are considered acceptable. Field: RLLF Field is Imported: No Format: Controlled by program Units: Unitless The reduced live load factor. A reducible live load is multiplied by this factor to obtain the reduced live load for the frame object. Field: FramingType Field is Imported: No Format: Controlled by program Units: Text The framing type. This is either Moment Frame or Braced Frame. This item is used for ductility considerations in the design. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Details 3 - Shear Details - BS5950 90 Field: TuMinor Page 2938 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Steel Details 3 - Shear Details - Chinese 2002 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'Overstressed', 'See ErrMsg', 'See WarnMsg', 'See ErrMsg and WarnMsg', or 'Overstressed and See WarnMsg' indicating the design status. Field: fy Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The steel yield stress for the design section. Field: fv Field is Imported: No Format: Stress Input (Stresses section of form) Units: Force/Length2 The allowable shear stress for the design section. Table: Steel Details 3 - Shear Details - Chinese 2002 Field: Frame Page 2939 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VMajorCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the major shear data is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: VMajorLoc Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: V2Major Field is Imported: No Format: Force (Forces section of form) Units: Force This is the V2 shear force associated with the critical shear stress in the major direction of the shear stress (along 2 axis), TauMajor, at its point of maximum occurrence. There will be an associated V3 and T with V2. However, the stress due to torsion is ignored. Field: V3Major Field is Imported: No Format: Force (Forces section of form) Units: Force This is the V3 shear force associated with the critical shear stress in the major direction of the shear stress (along 2 axis), TauMajor, at its point of maximum occurrence. There will be an associated V2 and T with V3. However, the stress due to torsion is ignored. Table: Steel Details 3 - Shear Details - Chinese 2002 Field: VMajorCombo Page 2940 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: FictMajor Field is Imported: No Format: Controlled by program Units: Yes/No This item is Yes or No indicating whether the governing shear force for critical shear stress in the major direction (stress along axis 2) is the fictitious shear or not. Field: TauMajor Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 This is the critical shear stress at a location of the section where maximum shear stress occurs in the major direction of the shear stress (along 2 axis). The effect of V2 and V3 are considered. However, the stress due to torsion is ignored in calculating this stress. Field: VMajorRatio Field is Imported: No Format: Controlled by program Units: Unitless The major shear stress ratio. Field: VMinorCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the minor shear data is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: VMinorLoc Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Table: Steel Details 3 - Shear Details - Chinese 2002 Field: FictMajor Page 2941 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: V2Minor Field is Imported: No Format: Force (Forces section of form) Units: Force This is the V2 shear force associated with the critical shear stress in the minor direction of the shear stress (along 3 axis), TauMinor, at its point of maximum occurrence. There will be an associated V3 and T with V2. However, the stress due to torsion is ignored. Field: V3Minor Field is Imported: No Format: Force (Forces section of form) Units: Force This is the V3 shear force associated with the critical shear stress in the minor direction of the shear stress (along 3 axis), TauMinor, at its point of maximum occurrence. There will be an associated V2 and T with V3. However, the stress due to torsion is ignored. Field: FictMinor Field is Imported: No Format: Controlled by program Units: Yes/No This item is Yes or No indicating whether the governing shear force for critical shear stress in the minor direction (stress along axis 3) is the fictitious shear or not. Field: TauMinor Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 This is the critical shear stress at a location of the section where maximum shear stress occurs in the minor direction of the shear stress (along 3 axis). The effect of V2 and V3 are considered. However, the stress due to torsion is ignored in calculating this stress. Field: VMinorRatio Field is Imported: No Format: Controlled by program Units: Unitless The minor shear stress ratio. Field: T Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The factored torsion (about the local 1-axis). This item is reported for information only. It is not used in the design. Table: Steel Details 3 - Shear Details - Chinese 2002 Field: V2Minor Page 2942 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: SRLimit Field is Imported: No Format: Controlled by program Units: Unitless The stress ratio limit as specified in the preferences. Stress ratios that are less than or equal to this value are considered acceptable. Field: RLLF Field is Imported: No Format: Controlled by program Units: Unitless The reduced live load factor. A reducible live load is multiplied by this factor to obtain the reduced live load for the frame object. Field: FramingType Field is Imported: No Format: Controlled by program Units: Text The framing type. This is either Moment Frame or Braced Frame. This item is used for ductility considerations in the design. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Details 3 - Shear Details - Chinese 2002 Field: SRLimit Page 2943 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Steel Details 3 - Shear Details - CAN/CSA-S16-01 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'Overstressed', 'See ErrMsg', 'See WarnMsg', 'See ErrMsg and WarnMsg', or 'Overstressed and See WarnMsg' indicating the design status. Field: VMajorCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the major shear data is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Table: Steel Details 3 - Shear Details - CAN/CSA-S16-01 Field: Frame Page 2944 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VMajorLoc Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: VMajorRatio Field is Imported: No Format: Controlled by program Units: Unitless The major shear stress ratio. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: VfMajDsgn Field is Imported: No Format: Force (Forces section of form) Units: Force The design factored major shear. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: VrMajor Field is Imported: No Format: Force (Forces section of form) Units: Force The factored major shear resistance. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Table: Steel Details 3 - Shear Details - CAN/CSA-S16-01 Field: VMajorLoc Page 2945 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: TuMajor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The factored torsion (about the local 1-axis) for the specified VMajorCombo. This item is reported for information only. It is not used in the design. Field: VMinorCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the minor shear data is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: VMinorLoc Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: VMinorRatio Field is Imported: No Format: Controlled by program Units: Unitless The minor shear stress ratio. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Steel Details 3 - Shear Details - CAN/CSA-S16-01 Field: TuMajor Page 2946 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VfMinDsgn Field is Imported: No Format: Force (Forces section of form) Units: Force The design factored minor shear. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: VrMinor Field is Imported: No Format: Force (Forces section of form) Units: Force The factored minor shear resistance. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: TuMinor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The factored torsion (about the local 1-axis) for the specified VMinorCombo. This item is reported for information only. It is not used in the design. Field: SRLimit Field is Imported: No Format: Controlled by program Units: Unitless The stress ratio limit as specified in the preferences. Stress ratios that are less than or equal to this value are considered acceptable. Field: RLLF Field is Imported: No Format: Controlled by program Units: Unitless The reduced live load factor. A reducible live load is multiplied by this factor to obtain the reduced live load for the frame object. Table: Steel Details 3 - Shear Details - CAN/CSA-S16-01 Field: VfMinDsgn Page 2947 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: FramingType Field is Imported: No Format: Controlled by program Units: Text The framing type. This is either Moment Frame or Braced Frame. This item is used for ductility considerations in the design. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Details 3 - Shear Details - CISC 95 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Table: Steel Details 3 - Shear Details - CISC 95 Field: FramingType Page 2948 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'Overstressed', 'See ErrMsg', 'See WarnMsg', 'See ErrMsg and WarnMsg', or 'Overstressed and See WarnMsg' indicating the design status. Field: VMajorCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the major shear data is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: VMajorLoc Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: VMajorRatio Field is Imported: No Format: Controlled by program Units: Unitless The major shear stress ratio. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Table: Steel Details 3 - Shear Details - CISC 95 Field: Status Page 2949 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VfMajDsgn Field is Imported: No Format: Force (Forces section of form) Units: Force The design factored major shear. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: VrMajor Field is Imported: No Format: Force (Forces section of form) Units: Force The factored major shear resistance. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: TuMajor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The factored torsion (about the local 1-axis) for the specified VMajorCombo. This item is reported for information only. It is not used in the design. Field: VMinorCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the minor shear data is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Steel Details 3 - Shear Details - CISC 95 Field: VfMajDsgn Page 2950 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VMinorLoc Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: VMinorRatio Field is Imported: No Format: Controlled by program Units: Unitless The minor shear stress ratio. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: VfMinDsgn Field is Imported: No Format: Force (Forces section of form) Units: Force The design factored minor shear. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: VrMinor Field is Imported: No Format: Force (Forces section of form) Units: Force The factored minor shear resistance. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Steel Details 3 - Shear Details - CISC 95 Field: VMinorLoc Page 2951 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: TuMinor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The factored torsion (about the local 1-axis) for the specified VMinorCombo. This item is reported for information only. It is not used in the design. Field: SRLimit Field is Imported: No Format: Controlled by program Units: Unitless The stress ratio limit as specified in the preferences. Stress ratios that are less than or equal to this value are considered acceptable. Field: RLLF Field is Imported: No Format: Controlled by program Units: Unitless The reduced live load factor. A reducible live load is multiplied by this factor to obtain the reduced live load for the frame object. Field: FramingType Field is Imported: No Format: Controlled by program Units: Text The framing type. This is either Moment Frame or Braced Frame. This item is used for ductility considerations in the design. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Details 3 - Shear Details - CISC 95 Field: TuMinor Page 2952 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Steel Details 3 - Shear Details - EUROCODE 3-1993 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'Overstressed', 'See ErrMsg', 'See WarnMsg', 'See ErrMsg and WarnMsg', or 'Overstressed and See WarnMsg' indicating the design status. Field: VMajorCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the major shear data is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Table: Steel Details 3 - Shear Details - EUROCODE 3-1993 Field: Frame Page 2953 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VMajorLoc Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: VMajorRatio Field is Imported: No Format: Controlled by program Units: Unitless The major shear stress ratio. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: VsdMajDsgn Field is Imported: No Format: Force (Forces section of form) Units: Force The design major shear. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: VrdMajor Field is Imported: No Format: Force (Forces section of form) Units: Force The major shear resistance. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Table: Steel Details 3 - Shear Details - EUROCODE 3-1993 Field: VMajorLoc Page 2954 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: TuMajor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The factored torsion (about the local 1-axis) for the specified VMajorCombo. This item is reported for information only. It is not used in the design. Field: VMinorCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the minor shear data is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: VMinorLoc Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: VMinorRatio Field is Imported: No Format: Controlled by program Units: Unitless The minor shear stress ratio. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Steel Details 3 - Shear Details - EUROCODE 3-1993 Field: TuMajor Page 2955 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VsdMinDsgn Field is Imported: No Format: Force (Forces section of form) Units: Force The design minor shear. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: VrdMinor Field is Imported: No Format: Force (Forces section of form) Units: Force The minor shear resistance. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: TuMinor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The factored torsion (about the local 1-axis) for the specified VMinorCombo. This item is reported for information only. It is not used in the design. Field: SRLimit Field is Imported: No Format: Controlled by program Units: Unitless The stress ratio limit as specified in the preferences. Stress ratios that are less than or equal to this value are considered acceptable. Field: RLLF Field is Imported: No Format: Controlled by program Units: Unitless The reduced live load factor. A reducible live load is multiplied by this factor to obtain the reduced live load for the frame object. Table: Steel Details 3 - Shear Details - EUROCODE 3-1993 Field: VsdMinDsgn Page 2956 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: FramingType Field is Imported: No Format: Controlled by program Units: Text The framing type. This is either Moment Frame or Braced Frame. This item is used for ductility considerations in the design. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Details 3 - Shear Details - Eurocode 3-2005 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Table: Steel Details 3 - Shear Details - Eurocode 3-2005 Field: FramingType Page 2957 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'Overstressed', 'See ErrMsg', 'See WarnMsg', 'See ErrMsg and WarnMsg', or 'Overstressed and See WarnMsg' indicating the design status. Field: VMajorCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the major shear data is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: VMajorLoc Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: VMajorRatio Field is Imported: No Format: Controlled by program Units: Unitless The major shear stress ratio. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Table: Steel Details 3 - Shear Details - Eurocode 3-2005 Field: Status Page 2958 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VsdMajDsgn Field is Imported: No Format: Force (Forces section of form) Units: Force The design major shear. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: VrdMajor Field is Imported: No Format: Force (Forces section of form) Units: Force The major shear resistance. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: TuMajor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The factored torsion (about the local 1-axis) for the specified VMajorCombo. This item is reported for information only. It is not used in the design. Field: VMinorCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the minor shear data is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Steel Details 3 - Shear Details - Eurocode 3-2005 Field: VsdMajDsgn Page 2959 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VMinorLoc Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: VMinorRatio Field is Imported: No Format: Controlled by program Units: Unitless The minor shear stress ratio. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: VsdMinDsgn Field is Imported: No Format: Force (Forces section of form) Units: Force The design minor shear. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: VrdMinor Field is Imported: No Format: Force (Forces section of form) Units: Force The minor shear resistance. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Steel Details 3 - Shear Details - Eurocode 3-2005 Field: VMinorLoc Page 2960 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: TuMinor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The factored torsion (about the local 1-axis) for the specified VMinorCombo. This item is reported for information only. It is not used in the design. Field: SRLimit Field is Imported: No Format: Controlled by program Units: Unitless The stress ratio limit as specified in the preferences. Stress ratios that are less than or equal to this value are considered acceptable. Field: RLLF Field is Imported: No Format: Controlled by program Units: Unitless The reduced live load factor. A reducible live load is multiplied by this factor to obtain the reduced live load for the frame object. Field: FramingType Field is Imported: No Format: Controlled by program Units: Text The framing type. This is either Moment Frame or Braced Frame. This item is used for ductility considerations in the design. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Details 3 - Shear Details - Eurocode 3-2005 Field: TuMinor Page 2961 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Steel Details 3 - Average Shear Details - Indian IS:800-1998 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'Overstressed', 'See ErrMsg', 'See WarnMsg', 'See ErrMsg and WarnMsg', or 'Overstressed and See WarnMsg' indicating the design status. Field: VMajorCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the major shear data is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Table: Steel Details 3 - Average Shear Details - Indian IS:800-1998 Field: Frame Page 2962 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VMajorLoc Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: VMajor Field is Imported: No Format: Force (Forces section of form) Units: Force The major shear for the specified combo. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: VMajorRatio Field is Imported: No Format: Controlled by program Units: Unitless The major shear stress ratio. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: TauVacal2 Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The design major shear stress. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Table: Steel Details 3 - Average Shear Details - Indian IS:800-1998 Field: VMajorLoc Page 2963 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: TauVa2 Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The allowable major direction shear. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: TMajor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The torsion (about the local 1-axis) for the specified VMajorCombo. This item is reported for information only. It is not used in the design. Field: VMinorCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the minor shear data is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: VMinorLoc Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Table: Steel Details 3 - Average Shear Details - Indian IS:800-1998 Field: TauVa2 Page 2964 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VMinor Field is Imported: No Format: Force (Forces section of form) Units: Force The minor shear for the specified combo. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: VMinorRatio Field is Imported: No Format: Controlled by program Units: Unitless The minor shear stress ratio. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: TauVacal3 Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The design minor shear stress. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: TauVa3 Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The allowable minor direction shear. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Steel Details 3 - Average Shear Details - Indian IS:800-1998 Field: VMinor Page 2965 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: TMinor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The torsion (about the local 1-axis) for the specified VMinorCombo. This item is reported for information only. It is not used in the design. Field: SRLimit Field is Imported: No Format: Controlled by program Units: Unitless The stress ratio limit as specified in the preferences. Stress ratios that are less than or equal to this value are considered acceptable. Field: RLLF Field is Imported: No Format: Controlled by program Units: Unitless The reduced live load factor. A reducible live load is multiplied by this factor to obtain the reduced live load for the frame object. Field: FramingType Field is Imported: No Format: Controlled by program Units: Text The framing type. This is either Moment Frame or Braced Frame. This item is used for ductility considerations in the design. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Details 3 - Average Shear Details - Indian IS:800-1998 Field: TMinor Page 2966 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Steel Details 3 - Shear Details - Italian UNI 10011 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'Overstressed', 'See ErrMsg', 'See WarnMsg', 'See ErrMsg and WarnMsg', or 'Overstressed and See WarnMsg' indicating the design status. Field: Combo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the shear data is reported. Field: Loc Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Table: Steel Details 3 - Shear Details - Italian UNI 10011 Field: Frame Page 2967 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Point Field is Imported: No Format: Controlled by program Units: Text Point of governing shear stress. Field: VMajor Field is Imported: No Format: Force (Forces section of form) Units: Force The major shear for the specified combo. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: VMinor Field is Imported: No Format: Force (Forces section of form) Units: Force The minor shear for the specified combo. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: T Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The torsion (about the local 1-axis) for the specified combo. This item is reported for information only. It is not used in the design. Field: N Field is Imported: No Format: Force (Forces section of form) Units: Force The axial load for the specified combo. Table: Steel Details 3 - Shear Details - Italian UNI 10011 Field: Point Page 2968 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: MMajor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The major bending moment for the specified combo. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: MMinor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The minor bending moment for the specified combo. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: TauV2 Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The design shear stress for major axis shear force. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: TauV3 Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The design shear stress for minor axis shear force. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Steel Details 3 - Shear Details - Italian UNI 10011 Field: MMajor Page 2969 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: TauT Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The design shear stress for torsion. Field: SigmaN Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The design normal stress for axial force. Field: SigmaM33 Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The design normal stress for major axis bending moment. Field: SigmaM22 Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The design normal stress for minor axis bending moment. Field: SigmaID Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The equivalent design normal stress considering all shear stresses and all normal stresses at a point (CNR 6.7). Field: SigmaAdm Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 Admissible tensile stress. Field: StressRatio Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The shear stress ratio (SigmaID/SigmaID). Table: Steel Details 3 - Shear Details - Italian UNI 10011 Field: TauT Page 2970 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: SRLimit Field is Imported: No Format: Controlled by program Units: Unitless The stress ratio limit as specified in the preferences. Stress ratios that are less than or equal to this value are considered acceptable. Field: RLLF Field is Imported: No Format: Controlled by program Units: Unitless The reduced live load factor. A reducible live load is multiplied by this factor to obtain the reduced live load for the frame object. Field: FramingType Field is Imported: No Format: Controlled by program Units: Text The framing type. This is either Sway Frame or Nonsway Frame. This item is used for ductility considerations in the design. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Details 3 - Shear Details - Italian UNI 10011 Field: SRLimit Page 2971 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Steel Details 3 - Shear Details - UBC97-ASD Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'Overstressed', 'See ErrMsg', 'See WarnMsg', 'See ErrMsg and WarnMsg', or 'Overstressed and See WarnMsg' indicating the design status. Field: VMajorCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the major shear data is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Table: Steel Details 3 - Shear Details - UBC97-ASD Field: Frame Page 2972 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VMajorLoc Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: VMajor Field is Imported: No Format: Force (Forces section of form) Units: Force The major shear for the specified combo. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: VMajorRatio Field is Imported: No Format: Controlled by program Units: Unitless The major shear stress ratio. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: ffvMajor Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The design major shear stress. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Table: Steel Details 3 - Shear Details - UBC97-ASD Field: VMajorLoc Page 2973 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: FvMajor Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The allowable major direction shear. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: TMajor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The torsion (about the local 1-axis) for the specified VMajorCombo. This item is reported for information only. It is not used in the design. Field: VMinorCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the minor shear data is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: VMinorLoc Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Table: Steel Details 3 - Shear Details - UBC97-ASD Field: FvMajor Page 2974 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VMinor Field is Imported: No Format: Force (Forces section of form) Units: Force The minor shear for the specified combo. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: VMinorRatio Field is Imported: No Format: Controlled by program Units: Unitless The minor shear stress ratio. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: ffvMinor Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The design minor shear stress. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: FvMinor Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The allowable minor direction shear. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Steel Details 3 - Shear Details - UBC97-ASD Field: VMinor Page 2975 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: TMinor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The torsion (about the local 1-axis) for the specified VMinorCombo. This item is reported for information only. It is not used in the design. Field: SRLimit Field is Imported: No Format: Controlled by program Units: Unitless The stress ratio limit as specified in the preferences. Stress ratios that are less than or equal to this value are considered acceptable. Field: RLLF Field is Imported: No Format: Controlled by program Units: Unitless The reduced live load factor. A reducible live load is multiplied by this factor to obtain the reduced live load for the frame object. Field: FramingType Field is Imported: No Format: Controlled by program Units: Text The framing type. This is either Ordinary MRF, Special MRF, Braced Frame, Special CBF or Eccentric BF. MRF is short for Moment Resisting Frame. CBF is short for Concentric Braced Frame. BF is short for Braced Frame. This item is used for ductility considerations in the design. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Details 3 - Shear Details - UBC97-ASD Field: TMinor Page 2976 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Steel Details 3 - Shear Details - UBC97-LRFD Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'Overstressed', 'See ErrMsg', 'See WarnMsg', 'See ErrMsg and WarnMsg', or 'Overstressed and See WarnMsg' indicating the design status. Field: VMajorCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the major shear data is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Table: Steel Details 3 - Shear Details - UBC97-LRFD Field: Frame Page 2977 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VMajorLoc Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: VMajorRatio Field is Imported: No Format: Controlled by program Units: Unitless The major shear stress ratio. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: VuMajDsgn Field is Imported: No Format: Force (Forces section of form) Units: Force The design factored major shear. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: PhiVnMaj Field is Imported: No Format: Force (Forces section of form) Units: Force The major direction shear capacity. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Table: Steel Details 3 - Shear Details - UBC97-LRFD Field: VMajorLoc Page 2978 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: TuMajor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The factored torsion (about the local 1-axis) for the specified VMajorCombo. This item is reported for information only. It is not used in the design. Field: VMinorCombo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the minor shear data is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: VMinorLoc Field is Imported: No Format: Absolute Distance (Structure Dimensions section of form) Units: Length The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: VMinorRatio Field is Imported: No Format: Controlled by program Units: Unitless The minor shear stress ratio. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Steel Details 3 - Shear Details - UBC97-LRFD Field: TuMajor Page 2979 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VuMinDsgn Field is Imported: No Format: Force (Forces section of form) Units: Force The design factored minor shear. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: PhiVnMin Field is Imported: No Format: Force (Forces section of form) Units: Force The minor direction shear capacity. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: TuMinor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The factored torsion (about the local 1-axis) for the specified VMinorCombo. This item is reported for information only. It is not used in the design. Field: SRLimit Field is Imported: No Format: Controlled by program Units: Unitless The stress ratio limit as specified in the preferences. Stress ratios that are less than or equal to this value are considered acceptable. Field: RLLF Field is Imported: No Format: Controlled by program Units: Unitless The reduced live load factor. A reducible live load is multiplied by this factor to obtain the reduced live load for the frame object. Table: Steel Details 3 - Shear Details - UBC97-LRFD Field: VuMinDsgn Page 2980 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: FramingType Field is Imported: No Format: Controlled by program Units: Text The framing type. This is either Ordinary MRF, Special MRF, Braced Frame, Special CBF or Eccentric BF. MRF is short for Moment Resisting Frame. CBF is short for Concentric Braced Frame. BF is short for Braced Frame. This item is used for ductility considerations in the design. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Details 4 - Continuity Plates - AISC360-05-IBC2006 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Table: Steel Details 4 - Continuity Plates - AISC360-05-IBC2006 Field: FramingType Page 2981 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Field: Combo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the continuity plate area is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: ContPlArea Field is Imported: No Format: Area (Section Dimensions section of form) Units: Length2 The required continuity plate area. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Details 4 - Continuity Plates - AISC360-05-IBC2006 Field: Status Page 2982 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Steel Details 4 - Continuity Plates - AISC-ASD01 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Field: Combo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the continuity plate area is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: ContPlArea Field is Imported: No Format: Area (Section Dimensions section of form) Units: Length2 The required continuity plate area. Table: Steel Details 4 - Continuity Plates - AISC-ASD01 Field: Frame Page 2983 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Details 4 - Continuity Plates - AISC-ASD89 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Table: Steel Details 4 - Continuity Plates - AISC-ASD89 Field: ErrMsg Page 2984 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Combo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the continuity plate area is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: ContPlArea Field is Imported: No Format: Area (Section Dimensions section of form) Units: Length2 The required continuity plate area. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Details 4 - Continuity Plates - AISC-LRFD93 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Table: Steel Details 4 - Continuity Plates - AISC-LRFD93 Field: Combo Page 2985 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Field: Combo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the continuity plate area is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: ContPlArea Field is Imported: No Format: Area (Section Dimensions section of form) Units: Length2 The required continuity plate area. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Table: Steel Details 4 - Continuity Plates - AISC-LRFD93 Field: DesignSect Page 2986 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Details 4 - Continuity Plates - AISC-LRFD99 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Field: Combo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the continuity plate area is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Table: Steel Details 4 - Continuity Plates - AISC-LRFD99 Field: WarnMsg Page 2987 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ContPlArea Field is Imported: No Format: Area (Section Dimensions section of form) Units: Length2 The required continuity plate area. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Details 4 - Continuity Plates - API RP2A-LRFD 97 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Table: Steel Details 4 - Continuity Plates - API RP2A-LRFD 97 Field: ContPlArea Page 2988 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Combo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the continuity plate area is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: ContPlArea Field is Imported: No Format: Area (Section Dimensions section of form) Units: Length2 The required continuity plate area. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Details 4 - Continuity Plates - API RP2A-WSD2000 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Table: Steel Details 4 - Continuity Plates - API RP2A-WSD2000 Field: Combo Page 2989 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Field: Combo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the continuity plate area is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: ContPlArea Field is Imported: No Format: Area (Section Dimensions section of form) Units: Length2 The required continuity plate area. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Table: Steel Details 4 - Continuity Plates - API RP2A-WSD2000 Field: DesignSect Page 2990 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Details 4 - Continuity Plates - ASCE 10-97 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Field: Combo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the continuity plate area is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Table: Steel Details 4 - Continuity Plates - ASCE 10-97 Field: WarnMsg Page 2991 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ContPlArea Field is Imported: No Format: Area (Section Dimensions section of form) Units: Length2 The required continuity plate area. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Details 4 - Continuity Plates - BS5950 2000 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Table: Steel Details 4 - Continuity Plates - BS5950 2000 Field: ContPlArea Page 2992 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Combo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the continuity plate area is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: ContPlArea Field is Imported: No Format: Area (Section Dimensions section of form) Units: Length2 The required continuity plate area. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Details 4 - Continuity Plates - BS5950 90 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Table: Steel Details 4 - Continuity Plates - BS5950 90 Field: Combo Page 2993 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Field: Combo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the continuity plate area is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: ContPlArea Field is Imported: No Format: Area (Section Dimensions section of form) Units: Length2 The required continuity plate area. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Table: Steel Details 4 - Continuity Plates - BS5950 90 Field: DesignSect Page 2994 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Details 4 - Continuity Plates - CAN/CSA-S16-01 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Field: Combo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the continuity plate area is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Table: Steel Details 4 - Continuity Plates - CAN/CSA-S16-01 Field: WarnMsg Page 2995 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ContPlArea Field is Imported: No Format: Area (Section Dimensions section of form) Units: Length2 The required continuity plate area. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Details 4 - Continuity Plates - CISC 95 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Table: Steel Details 4 - Continuity Plates - CISC 95 Field: ContPlArea Page 2996 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Combo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the continuity plate area is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: ContPlArea Field is Imported: No Format: Area (Section Dimensions section of form) Units: Length2 The required continuity plate area. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Details 4 - Continuity Plates - EUROCODE 3-1993 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Table: Steel Details 4 - Continuity Plates - EUROCODE 3-1993 Field: Combo Page 2997 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Field: Combo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the continuity plate area is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: ContPlArea Field is Imported: No Format: Area (Section Dimensions section of form) Units: Length2 The required continuity plate area. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Table: Steel Details 4 - Continuity Plates - EUROCODE 3-1993 Field: DesignSect Page 2998 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Details 4 - Continuity Plates - Eurocode 3-2005 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Field: Combo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the continuity plate area is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Table: Steel Details 4 - Continuity Plates - Eurocode 3-2005 Field: WarnMsg Page 2999 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ContPlArea Field is Imported: No Format: Area (Section Dimensions section of form) Units: Length2 The required continuity plate area. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Details 4 - Maximum Shear Details - Indian IS:800-1998 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Table: Steel Details 4 - Maximum Shear Details - Indian IS:800-1998 Field: ContPlArea Page 3000 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'Overstressed', 'See ErrMsg', 'See WarnMsg', 'See ErrMsg and WarnMsg', or 'Overstressed and See WarnMsg' indicating the design status. Field: Combo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the maximum elastic shear stress (IS 6.4.1) ratio is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: Equation Field is Imported: No Format: Controlled by program Units: Text The equation used to obtain the reported ratios. Field: Loc Field is Imported: No Format: Controlled by program Units: Text The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: VMajor Field is Imported: No Format: Force (Forces section of form) Units: Force The major shear for the specified combo. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Table: Steel Details 4 - Maximum Shear Details - Indian IS:800-1998 Field: Status Page 3001 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VMinor Field is Imported: No Format: Force (Forces section of form) Units: Force The minor shear for the specified combo. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: T Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The torsion (about the local 1-axis) for the specified combo. Field: TauV2 Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The shear stress component at the controlling location due to major shear force. The total shear stress consists of the sum of such components from torsion, major shear and minor shear forces. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: TauV3 Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The shear stress component at the controlling location due to minor shear force. The total shear stress consists of the sum of such components from torsion, major shear and minor shear forces. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Steel Details 4 - Maximum Shear Details - Indian IS:800-1998 Field: VMinor Page 3002 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: TauT Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The shear stress component at the controlling location due to torsion. The total shear stress consists of the sum of such components from torsion, major shear and minor shear forces. Field: TauVmcal Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The total shear stress at the controlling location. The total shear stress consists of the sum of shear stresses from torsion, major shear and minor shear forces. Field: TauVm Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The allowable maximum shear stress at a controlling location on a member cross-section considering elastic stress distribution of shear stresses from torsion, major shear and minor shear forces. Field: StressRatio Field is Imported: No Format: Controlled by program Units: Unitless The maximum shear stress ratio at a controlling location on a member cross-section. See section 6.4.1 of IS:800-1998 for details. Field: SRLimit Field is Imported: No Format: Controlled by program Units: Unitless The stress ratio limit as specified in the preferences. Stress ratios that are less than or equal to this value are considered acceptable. Field: RLLF Field is Imported: No Format: Controlled by program Units: Unitless The reduced live load factor. A reducible live load is multiplied by this factor to obtain the reduced live load for the frame object. Table: Steel Details 4 - Maximum Shear Details - Indian IS:800-1998 Field: TauT Page 3003 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: FramingType Field is Imported: No Format: Controlled by program Units: Text The framing type. This is either Moment Frame or Braced Frame. This item is used for ductility considerations in the design. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Details 4 - Continuity Plates - Italian UNI 10011 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Table: Steel Details 4 - Continuity Plates - Italian UNI 10011 Field: FramingType Page 3004 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Combo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the continuity plate area is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: ContPlArea Field is Imported: No Format: Area (Section Dimensions section of form) Units: Length2 The required continuity plate area. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Details 4 - Continuity Plates - UBC97-ASD Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Table: Steel Details 4 - Continuity Plates - UBC97-ASD Field: Combo Page 3005 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Field: Combo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the continuity plate area is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: ContPlArea Field is Imported: No Format: Area (Section Dimensions section of form) Units: Length2 The required continuity plate area. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Table: Steel Details 4 - Continuity Plates - UBC97-ASD Field: DesignSect Page 3006 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Details 4 - Continuity Plates - UBC97-LRFD Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Field: Combo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the continuity plate area is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Table: Steel Details 4 - Continuity Plates - UBC97-LRFD Field: WarnMsg Page 3007 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ContPlArea Field is Imported: No Format: Area (Section Dimensions section of form) Units: Length2 The required continuity plate area. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Details 5 - Doubler Plates - AISC360-05-IBC2006 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Table: Steel Details 5 - Doubler Plates - AISC360-05-IBC2006 Field: ContPlArea Page 3008 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Combo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the doubler plate thickness is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: DblPlThick Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length The required doubler plate thickness. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Details 5 - Doubler Plates - AISC-ASD01 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Table: Steel Details 5 - Doubler Plates - AISC-ASD01 Field: Combo Page 3009 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Field: Combo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the doubler plate thickness is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: DblPlThick Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length The required doubler plate thickness. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Table: Steel Details 5 - Doubler Plates - AISC-ASD01 Field: DesignSect Page 3010 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Details 5 - Doubler Plates - AISC-ASD89 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Field: Combo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the doubler plate thickness is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Table: Steel Details 5 - Doubler Plates - AISC-ASD89 Field: WarnMsg Page 3011 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: DblPlThick Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length The required doubler plate thickness. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Details 5 - Doubler Plates - AISC-LRFD93 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Table: Steel Details 5 - Doubler Plates - AISC-LRFD93 Field: DblPlThick Page 3012 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Combo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the doubler plate thickness is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: DblPlThick Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length The required doubler plate thickness. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Details 5 - Doubler Plates - AISC-LRFD99 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Table: Steel Details 5 - Doubler Plates - AISC-LRFD99 Field: Combo Page 3013 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Field: Combo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the doubler plate thickness is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: DblPlThick Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length The required doubler plate thickness. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Table: Steel Details 5 - Doubler Plates - AISC-LRFD99 Field: DesignSect Page 3014 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Details 5 - Doubler Plates - API RP2A-LRFD 97 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Field: Combo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the doubler plate thickness is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Table: Steel Details 5 - Doubler Plates - API RP2A-LRFD 97 Field: WarnMsg Page 3015 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: DblPlThick Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length The required doubler plate thickness. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Details 5 - Doubler Plates - API RP2A-WSD2000 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Table: Steel Details 5 - Doubler Plates - API RP2A-WSD2000 Field: DblPlThick Page 3016 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Combo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the doubler plate thickness is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: DblPlThick Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length The required doubler plate thickness. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Details 5 - Doubler Plates - ASCE 10-97 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Table: Steel Details 5 - Doubler Plates - ASCE 10-97 Field: Combo Page 3017 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Field: Combo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the doubler plate thickness is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: DblPlThick Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length The required doubler plate thickness. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Table: Steel Details 5 - Doubler Plates - ASCE 10-97 Field: DesignSect Page 3018 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Details 5 - Doubler Plates - BS5950 2000 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Field: Combo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the doubler plate thickness is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Table: Steel Details 5 - Doubler Plates - BS5950 2000 Field: WarnMsg Page 3019 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: DblPlThick Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length The required doubler plate thickness. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Details 5 - Doubler Plates - BS5950 90 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Table: Steel Details 5 - Doubler Plates - BS5950 90 Field: DblPlThick Page 3020 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Combo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the doubler plate thickness is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: DblPlThick Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length The required doubler plate thickness. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Details 5 - Doubler Plates - CAN/CSA-S16-01 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Table: Steel Details 5 - Doubler Plates - CAN/CSA-S16-01 Field: Combo Page 3021 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Field: Combo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the doubler plate thickness is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: DblPlThick Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length The required doubler plate thickness. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Table: Steel Details 5 - Doubler Plates - CAN/CSA-S16-01 Field: DesignSect Page 3022 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Details 5 - Doubler Plates - CISC 95 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Field: Combo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the doubler plate thickness is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Table: Steel Details 5 - Doubler Plates - CISC 95 Field: WarnMsg Page 3023 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: DblPlThick Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length The required doubler plate thickness. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Details 5 - Doubler Plates - EUROCODE 3-1993 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Table: Steel Details 5 - Doubler Plates - EUROCODE 3-1993 Field: DblPlThick Page 3024 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Combo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the doubler plate thickness is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: DblPlThick Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length The required doubler plate thickness. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Details 5 - Doubler Plates - Eurocode 3-2005 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Table: Steel Details 5 - Doubler Plates - Eurocode 3-2005 Field: Combo Page 3025 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Field: Combo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the doubler plate thickness is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: DblPlThick Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length The required doubler plate thickness. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Table: Steel Details 5 - Doubler Plates - Eurocode 3-2005 Field: DesignSect Page 3026 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Details 5 - Equivalent Stress Details - Indian IS:800-1998 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: DesignType Field is Imported: No Format: Controlled by program Units: Text This is either Beam, Brace or Column indicating the frame object design type. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'Overstressed', 'See ErrMsg', 'See WarnMsg', 'See ErrMsg and WarnMsg', or 'Overstressed and See WarnMsg' indicating the design status. Field: Combo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the equivalent stress (IS 7.1.4), ratio is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). Table: Steel Details 5 - Equivalent Stress Details - Indian IS:800-1998 Field: WarnMsg Page 3027 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: Equation Field is Imported: No Format: Controlled by program Units: Text The equation used to obtain the reported ratios. Field: Loc Field is Imported: No Format: Controlled by program Units: Text The distance measured from the left end (I-End) of the frame object to the location where output is reported. Field: VMajor Field is Imported: No Format: Force (Forces section of form) Units: Force The major shear for the specified combo. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: VMinor Field is Imported: No Format: Force (Forces section of form) Units: Force The minor shear for the specified combo. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Table: Steel Details 5 - Equivalent Stress Details - Indian IS:800-1998 Field: Equation Page 3028 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: T Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The torsion (about the local 1-axis) for the specified combo. Field: P Field is Imported: No Format: Force (Forces section of form) Units: Force The axial load for the specified combo. Field: MMajor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The major bending moment for the specified combo. For symmetrical sections major bending is bending about the local 3-axis. For unsymmetrical sections (e.g., angles) major bending is the bending about the section principal axis with the larger moment of inertia. Field: MMinor Field is Imported: No Format: Moment (Forces section of form) Units: Force-Length The minor bending moment for the specified combo. For symmetrical sections minor bending is bending about the local 2-axis. For unsymmetrical sections (e.g., angles) minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: TauV2 Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The shear stress component at the controlling location due to major shear force. The total shear stress consists of the sum of such components from torsion, major shear and minor shear forces. For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Table: Steel Details 5 - Equivalent Stress Details - Indian IS:800-1998 Field: T Page 3029 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: TauV3 Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The shear stress component at the controlling location due to minor shear force. The total shear stress consists of the sum of such components from torsion, major shear and minor shear forces. For symmetrical sections minor shear is shear in the local 3-axis direction. For unsymmetrical sections (e.g., angles) minor shear is the shear associated with minor bending. Note that minor bending is the bending about the section principal axis with the smaller moment of inertia. Field: TauT Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The shear stress component at the controlling location due to torsion. The total shear stress consists of the sum of such components from torsion, major shear and minor shear forces. Field: SigmaP Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The normal stress component at the controlling location due to axial force. The total normal stress consists of the sum of such components from axial force, major bending moment and minor bending moment. Field: SigmaM33 Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The normal stress component at the controlling location due to major bending moment. The total normal stress consists of the sum of such components from axial force, major bending moment and minor bending moment. Field: SigmaM22 Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The normal stress component at the controlling location due to minor bending moment. The total normal stress consists of the sum of such components from axial force, major bending moment and minor bending moment. Table: Steel Details 5 - Equivalent Stress Details - Indian IS:800-1998 Field: TauV3 Page 3030 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: SigmaEcal Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The equivalent stress at a controlling location on a member cross-section. See section 7.1.4 of IS:800-1998 for details. Field: SigmaE Field is Imported: No Format: Stress Output (Stresses section of form) Units: Force/Length2 The allowable equivalent stress. See section 7.1.4 of IS:800-1998 for details. Field: StressRatio Field is Imported: No Format: Controlled by program Units: Unitless The equivalent stress ratio at a controlling location on a member cross-section. See section 7.1.4 of IS:800-1998 for details. Field: SRLimit Field is Imported: No Format: Controlled by program Units: Unitless The stress ratio limit as specified in the preferences. Stress ratios that are less than or equal to this value are considered acceptable. Field: RLLF Field is Imported: No Format: Controlled by program Units: Unitless The reduced live load factor. A reducible live load is multiplied by this factor to obtain the reduced live load for the frame object. Field: FramingType Field is Imported: No Format: Controlled by program Units: Text The framing type. This is either Moment Frame or Braced Frame. This item is used for ductility considerations in the design. Table: Steel Details 5 - Equivalent Stress Details - Indian IS:800-1998 Field: SigmaEcal Page 3031 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Details 5 - Doubler Plates - Italian UNI 10011 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Table: Steel Details 5 - Doubler Plates - Italian UNI 10011 Field: ErrMsg Page 3032 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: Combo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the doubler plate thickness is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: DblPlThick Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length The required doubler plate thickness. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Details 5 - Doubler Plates - UBC97-ASD Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Table: Steel Details 5 - Doubler Plates - UBC97-ASD Field: Combo Page 3033 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Field: Combo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the doubler plate thickness is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: DblPlThick Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length The required doubler plate thickness. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Table: Steel Details 5 - Doubler Plates - UBC97-ASD Field: DesignSect Page 3034 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Details 5 - Doubler Plates - UBC97-LRFD Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Field: Combo Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the doubler plate thickness is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Table: Steel Details 5 - Doubler Plates - UBC97-LRFD Field: WarnMsg Page 3035 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: DblPlThick Field is Imported: No Format: Length (Section Dimensions section of form) Units: Length The required doubler plate thickness. Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Details 6 - Beam/Column Ratios - AISC360-05-IBC2006 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Table: Steel Details 6 - Beam/Column Ratios - AISC360-05-IBC2006 Field: DblPlThick Page 3036 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ComboMajor Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the column/beam strength ratio for column major moment is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: CBRatioMaj Field is Imported: No Format: Controlled by program Units: Unitless The column/beam strength ratio for major moment (bending about column local 3-axis). Field: ComboMinor Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the column/beam strength ratio for column minor moment is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: CBRatioMin Field is Imported: No Format: Controlled by program Units: Unitless The column/beam strength ratio for minor moment (bending about column local 2-axis). Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Table: Steel Details 6 - Beam/Column Ratios - AISC360-05-IBC2006 Field: ComboMajor Page 3037 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Details 6 - Beam/Column Ratios - AISC-ASD01 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Field: ComboMajor Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the column/beam strength ratio for column major moment is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Table: Steel Details 6 - Beam/Column Ratios - AISC-ASD01 Field: WarnMsg Page 3038 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: CBRatioMaj Field is Imported: No Format: Controlled by program Units: Unitless The column/beam strength ratio for major moment (bending about column local 3-axis). Field: ComboMinor Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the column/beam strength ratio for column minor moment is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: CBRatioMin Field is Imported: No Format: Controlled by program Units: Unitless The column/beam strength ratio for minor moment (bending about column local 2-axis). Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Details 6 - Beam/Column Ratios - AISC-ASD01 Field: CBRatioMaj Page 3039 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Steel Details 6 - Beam/Column Ratios - AISC-ASD89 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Field: ComboMajor Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the column/beam strength ratio for column major moment is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: CBRatioMaj Field is Imported: No Format: Controlled by program Units: Unitless The column/beam strength ratio for major moment (bending about column local 3-axis). Table: Steel Details 6 - Beam/Column Ratios - AISC-ASD89 Field: Frame Page 3040 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ComboMinor Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the column/beam strength ratio for column minor moment is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: CBRatioMin Field is Imported: No Format: Controlled by program Units: Unitless The column/beam strength ratio for minor moment (bending about column local 2-axis). Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Details 6 - Beam/Column Ratios - AISC-LRFD93 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Table: Steel Details 6 - Beam/Column Ratios - AISC-LRFD93 Field: ComboMinor Page 3041 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Field: ComboMajor Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the column/beam strength ratio for column major moment is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: CBRatioMaj Field is Imported: No Format: Controlled by program Units: Unitless The column/beam strength ratio for major moment (bending about column local 3-axis). Field: ComboMinor Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the column/beam strength ratio for column minor moment is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Table: Steel Details 6 - Beam/Column Ratios - AISC-LRFD93 Field: DesignSect Page 3042 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: CBRatioMin Field is Imported: No Format: Controlled by program Units: Unitless The column/beam strength ratio for minor moment (bending about column local 2-axis). Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Details 6 - Beam/Column Ratios - AISC-LRFD99 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Table: Steel Details 6 - Beam/Column Ratios - AISC-LRFD99 Field: CBRatioMin Page 3043 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ComboMajor Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the column/beam strength ratio for column major moment is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: CBRatioMaj Field is Imported: No Format: Controlled by program Units: Unitless The column/beam strength ratio for major moment (bending about column local 3-axis). Field: ComboMinor Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the column/beam strength ratio for column minor moment is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: CBRatioMin Field is Imported: No Format: Controlled by program Units: Unitless The column/beam strength ratio for minor moment (bending about column local 2-axis). Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Table: Steel Details 6 - Beam/Column Ratios - AISC-LRFD99 Field: ComboMajor Page 3044 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Details 6 - Beam/Column Ratios - API RP2A-LRFD 97 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Field: ComboMajor Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the column/beam strength ratio for column major moment is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Table: Steel Details 6 - Beam/Column Ratios - API RP2A-LRFD 97 Field: WarnMsg Page 3045 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: CBRatioMaj Field is Imported: No Format: Controlled by program Units: Unitless The column/beam strength ratio for major moment (bending about column local 3-axis). Field: ComboMinor Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the column/beam strength ratio for column minor moment is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: CBRatioMin Field is Imported: No Format: Controlled by program Units: Unitless The column/beam strength ratio for minor moment (bending about column local 2-axis). Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Details 6 - Beam/Column Ratios - API RP2A-LRFD 97 Field: CBRatioMaj Page 3046 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Steel Details 6 - Beam/Column Ratios - API RP2A-WSD2000 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Field: ComboMajor Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the column/beam strength ratio for column major moment is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: CBRatioMaj Field is Imported: No Format: Controlled by program Units: Unitless The column/beam strength ratio for major moment (bending about column local 3-axis). Table: Steel Details 6 - Beam/Column Ratios - API RP2A-WSD2000 Field: Frame Page 3047 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ComboMinor Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the column/beam strength ratio for column minor moment is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: CBRatioMin Field is Imported: No Format: Controlled by program Units: Unitless The column/beam strength ratio for minor moment (bending about column local 2-axis). Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Details 6 - Beam/Column Ratios - ASCE 10-97 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Table: Steel Details 6 - Beam/Column Ratios - ASCE 10-97 Field: ComboMinor Page 3048 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Field: ComboMajor Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the column/beam strength ratio for column major moment is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: CBRatioMaj Field is Imported: No Format: Controlled by program Units: Unitless The column/beam strength ratio for major moment (bending about column local 3-axis). Field: ComboMinor Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the column/beam strength ratio for column minor moment is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Table: Steel Details 6 - Beam/Column Ratios - ASCE 10-97 Field: DesignSect Page 3049 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: CBRatioMin Field is Imported: No Format: Controlled by program Units: Unitless The column/beam strength ratio for minor moment (bending about column local 2-axis). Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Details 6 - Beam/Column Ratios - BS5950 2000 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Table: Steel Details 6 - Beam/Column Ratios - BS5950 2000 Field: CBRatioMin Page 3050 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ComboMajor Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the column/beam strength ratio for column major moment is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: CBRatioMaj Field is Imported: No Format: Controlled by program Units: Unitless The column/beam strength ratio for major moment (bending about column local 3-axis). Field: ComboMinor Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the column/beam strength ratio for column minor moment is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: CBRatioMin Field is Imported: No Format: Controlled by program Units: Unitless The column/beam strength ratio for minor moment (bending about column local 2-axis). Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Table: Steel Details 6 - Beam/Column Ratios - BS5950 2000 Field: ComboMajor Page 3051 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Details 6 - Beam/Column Ratios - BS5950 90 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Field: ComboMajor Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the column/beam strength ratio for column major moment is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Table: Steel Details 6 - Beam/Column Ratios - BS5950 90 Field: WarnMsg Page 3052 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: CBRatioMaj Field is Imported: No Format: Controlled by program Units: Unitless The column/beam strength ratio for major moment (bending about column local 3-axis). Field: ComboMinor Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the column/beam strength ratio for column minor moment is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: CBRatioMin Field is Imported: No Format: Controlled by program Units: Unitless The column/beam strength ratio for minor moment (bending about column local 2-axis). Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Details 6 - Beam/Column Ratios - BS5950 90 Field: CBRatioMaj Page 3053 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Steel Details 6 - Beam/Column Ratios - CAN/CSA-S16-01 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Field: ComboMajor Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the column/beam strength ratio for column major moment is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: CBRatioMaj Field is Imported: No Format: Controlled by program Units: Unitless The column/beam strength ratio for major moment (bending about column local 3-axis). Table: Steel Details 6 - Beam/Column Ratios - CAN/CSA-S16-01 Field: Frame Page 3054 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ComboMinor Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the column/beam strength ratio for column minor moment is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: CBRatioMin Field is Imported: No Format: Controlled by program Units: Unitless The column/beam strength ratio for minor moment (bending about column local 2-axis). Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Details 6 - Beam/Column Ratios - CISC 95 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Table: Steel Details 6 - Beam/Column Ratios - CISC 95 Field: ComboMinor Page 3055 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Field: ComboMajor Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the column/beam strength ratio for column major moment is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: CBRatioMaj Field is Imported: No Format: Controlled by program Units: Unitless The column/beam strength ratio for major moment (bending about column local 3-axis). Field: ComboMinor Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the column/beam strength ratio for column minor moment is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Table: Steel Details 6 - Beam/Column Ratios - CISC 95 Field: DesignSect Page 3056 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: CBRatioMin Field is Imported: No Format: Controlled by program Units: Unitless The column/beam strength ratio for minor moment (bending about column local 2-axis). Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Details 6 - Beam/Column Ratios - EUROCODE 3-1993 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Table: Steel Details 6 - Beam/Column Ratios - EUROCODE 3-1993 Field: CBRatioMin Page 3057 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ComboMajor Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the column/beam strength ratio for column major moment is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: CBRatioMaj Field is Imported: No Format: Controlled by program Units: Unitless The column/beam strength ratio for major moment (bending about column local 3-axis). Field: ComboMinor Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the column/beam strength ratio for column minor moment is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: CBRatioMin Field is Imported: No Format: Controlled by program Units: Unitless The column/beam strength ratio for minor moment (bending about column local 2-axis). Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Table: Steel Details 6 - Beam/Column Ratios - EUROCODE 3-1993 Field: ComboMajor Page 3058 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Details 6 - Beam/Column Ratios - Eurocode 3-2005 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Field: ComboMajor Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the column/beam strength ratio for column major moment is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Table: Steel Details 6 - Beam/Column Ratios - Eurocode 3-2005 Field: WarnMsg Page 3059 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: CBRatioMaj Field is Imported: No Format: Controlled by program Units: Unitless The column/beam strength ratio for major moment (bending about column local 3-axis). Field: ComboMinor Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the column/beam strength ratio for column minor moment is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: CBRatioMin Field is Imported: No Format: Controlled by program Units: Unitless The column/beam strength ratio for minor moment (bending about column local 2-axis). Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Details 6 - Beam/Column Ratios - Eurocode 3-2005 Field: CBRatioMaj Page 3060 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Steel Details 6 - Beam/Column Ratios - Italian UNI 10011 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Field: ComboMajor Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the column/beam strength ratio for column major moment is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: CBRatioMaj Field is Imported: No Format: Controlled by program Units: Unitless The column/beam strength ratio for major moment (bending about column local 3-axis). Table: Steel Details 6 - Beam/Column Ratios - Italian UNI 10011 Field: Frame Page 3061 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ComboMinor Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the column/beam strength ratio for column minor moment is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: CBRatioMin Field is Imported: No Format: Controlled by program Units: Unitless The column/beam strength ratio for minor moment (bending about column local 2-axis). Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Details 6 - Beam/Column Ratios - UBC97-ASD Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Table: Steel Details 6 - Beam/Column Ratios - UBC97-ASD Field: ComboMinor Page 3062 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Field: ComboMajor Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the column/beam strength ratio for column major moment is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: CBRatioMaj Field is Imported: No Format: Controlled by program Units: Unitless The column/beam strength ratio for major moment (bending about column local 3-axis). Field: ComboMinor Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the column/beam strength ratio for column minor moment is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Table: Steel Details 6 - Beam/Column Ratios - UBC97-ASD Field: DesignSect Page 3063 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: CBRatioMin Field is Imported: No Format: Controlled by program Units: Unitless The column/beam strength ratio for minor moment (bending about column local 2-axis). Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Details 6 - Beam/Column Ratios - UBC97-LRFD Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: Status Field is Imported: No Format: Controlled by program Units: Text This is either 'No Messages', 'See ErrMsg', 'See WarnMsg', or 'See ErrMsg and WarnMsg' indicating the design status. Table: Steel Details 6 - Beam/Column Ratios - UBC97-LRFD Field: CBRatioMin Page 3064 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ComboMajor Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the column/beam strength ratio for column major moment is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: CBRatioMaj Field is Imported: No Format: Controlled by program Units: Unitless The column/beam strength ratio for major moment (bending about column local 3-axis). Field: ComboMinor Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the column/beam strength ratio for column minor moment is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: CBRatioMin Field is Imported: No Format: Controlled by program Units: Unitless The column/beam strength ratio for minor moment (bending about column local 2-axis). Field: ErrMsg Field is Imported: No Format: Controlled by program Units: Text Error messages generated during the design/check, if any. If no error messages exist then this item is reported as None. Table: Steel Details 6 - Beam/Column Ratios - UBC97-LRFD Field: ComboMajor Page 3065 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: WarnMsg Field is Imported: No Format: Controlled by program Units: Text Warning messages generated during the design/check, if any. If no warning messages exist then this item is reported as None. Table: Steel Details 7 - Beam Shear Forces - AISC360-05-IBC2006 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: ComboLeft Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the shear at the beam left end (I-end) is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: VMajorLeft Field is Imported: No Format: Force (Forces section of form) Units: Force The major shear at the beam left end (I-End). For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Table: Steel Details 7 - Beam Shear Forces - AISC360-05-IBC2006 Field: WarnMsg Page 3066 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ComboRight Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the shear at the beam right end (J-end) is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: VMajorRight Field is Imported: No Format: Force (Forces section of form) Units: Force The major shear at the beam right end (J-End). For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Table: Steel Details 7 - Beam Shear Forces - AISC-ASD01 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Table: Steel Details 7 - Beam Shear Forces - AISC-ASD01 Field: ComboRight Page 3067 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ComboLeft Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the shear at the beam left end (I-end) is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: VMajorLeft Field is Imported: No Format: Force (Forces section of form) Units: Force The major shear at the beam left end (I-End). For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: ComboRight Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the shear at the beam right end (J-end) is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: VMajorRight Field is Imported: No Format: Force (Forces section of form) Units: Force The major shear at the beam right end (J-End). For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Table: Steel Details 7 - Beam Shear Forces - AISC-ASD01 Field: ComboLeft Page 3068 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Steel Details 7 - Beam Shear Forces - AISC-ASD89 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: ComboLeft Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the shear at the beam left end (I-end) is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: VMajorLeft Field is Imported: No Format: Force (Forces section of form) Units: Force The major shear at the beam left end (I-End). For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: ComboRight Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the shear at the beam right end (J-end) is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). Table: Steel Details 7 - Beam Shear Forces - AISC-ASD89 Field: Frame Page 3069 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: VMajorRight Field is Imported: No Format: Force (Forces section of form) Units: Force The major shear at the beam right end (J-End). For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Table: Steel Details 7 - Beam Shear Forces - AISC-LRFD93 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: ComboLeft Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the shear at the beam left end (I-end) is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Table: Steel Details 7 - Beam Shear Forces - AISC-LRFD93 Field: VMajorRight Page 3070 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VMajorLeft Field is Imported: No Format: Force (Forces section of form) Units: Force The major shear at the beam left end (I-End). For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: ComboRight Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the shear at the beam right end (J-end) is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: VMajorRight Field is Imported: No Format: Force (Forces section of form) Units: Force The major shear at the beam right end (J-End). For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Table: Steel Details 7 - Beam Shear Forces - AISC-LRFD99 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Table: Steel Details 7 - Beam Shear Forces - AISC-LRFD99 Field: VMajorLeft Page 3071 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: ComboLeft Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the shear at the beam left end (I-end) is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: VMajorLeft Field is Imported: No Format: Force (Forces section of form) Units: Force The major shear at the beam left end (I-End). For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: ComboRight Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the shear at the beam right end (J-end) is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Table: Steel Details 7 - Beam Shear Forces - AISC-LRFD99 Field: DesignSect Page 3072 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VMajorRight Field is Imported: No Format: Force (Forces section of form) Units: Force The major shear at the beam right end (J-End). For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Table: Steel Details 7 - Beam Shear Forces - API RP2A-LRFD 97 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: ComboLeft Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the shear at the beam left end (I-end) is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: VMajorLeft Field is Imported: No Format: Force (Forces section of form) Units: Force The major shear at the beam left end (I-End). Table: Steel Details 7 - Beam Shear Forces - API RP2A-LRFD 97 Field: VMajorRight Page 3073 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: ComboRight Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the shear at the beam right end (J-end) is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: VMajorRight Field is Imported: No Format: Force (Forces section of form) Units: Force The major shear at the beam right end (J-End). For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Table: Steel Details 7 - Beam Shear Forces - API RP2A-WSD2000 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Table: Steel Details 7 - Beam Shear Forces - API RP2A-WSD2000 Field: ComboRight Page 3074 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ComboLeft Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the shear at the beam left end (I-end) is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: VMajorLeft Field is Imported: No Format: Force (Forces section of form) Units: Force The major shear at the beam left end (I-End). For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: ComboRight Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the shear at the beam right end (J-end) is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: VMajorRight Field is Imported: No Format: Force (Forces section of form) Units: Force The major shear at the beam right end (J-End). For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Table: Steel Details 7 - Beam Shear Forces - API RP2A-WSD2000 Field: ComboLeft Page 3075 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Steel Details 7 - Beam Shear Forces - ASCE 10-97 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: ComboLeft Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the shear at the beam left end (I-end) is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: VMajorLeft Field is Imported: No Format: Force (Forces section of form) Units: Force The major shear at the beam left end (I-End). For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: ComboRight Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the shear at the beam right end (J-end) is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). Table: Steel Details 7 - Beam Shear Forces - ASCE 10-97 Field: Frame Page 3076 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: VMajorRight Field is Imported: No Format: Force (Forces section of form) Units: Force The major shear at the beam right end (J-End). For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Table: Steel Details 7 - Beam Shear Forces - BS5950 2000 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: ComboLeft Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the shear at the beam left end (I-end) is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Table: Steel Details 7 - Beam Shear Forces - BS5950 2000 Field: VMajorRight Page 3077 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VMajorLeft Field is Imported: No Format: Force (Forces section of form) Units: Force The major shear at the beam left end (I-End). For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: ComboRight Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the shear at the beam right end (J-end) is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: VMajorRight Field is Imported: No Format: Force (Forces section of form) Units: Force The major shear at the beam right end (J-End). For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Table: Steel Details 7 - Beam Shear Forces - BS5950 90 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Table: Steel Details 7 - Beam Shear Forces - BS5950 90 Field: VMajorLeft Page 3078 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: ComboLeft Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the shear at the beam left end (I-end) is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: VMajorLeft Field is Imported: No Format: Force (Forces section of form) Units: Force The major shear at the beam left end (I-End). For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: ComboRight Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the shear at the beam right end (J-end) is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Table: Steel Details 7 - Beam Shear Forces - BS5950 90 Field: DesignSect Page 3079 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VMajorRight Field is Imported: No Format: Force (Forces section of form) Units: Force The major shear at the beam right end (J-End). For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Table: Steel Details 7 - Beam Shear Forces - CAN/CSA-S16-01 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: ComboLeft Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the shear at the beam left end (I-end) is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: VMajorLeft Field is Imported: No Format: Force (Forces section of form) Units: Force The major shear at the beam left end (I-End). Table: Steel Details 7 - Beam Shear Forces - CAN/CSA-S16-01 Field: VMajorRight Page 3080 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: ComboRight Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the shear at the beam right end (J-end) is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: VMajorRight Field is Imported: No Format: Force (Forces section of form) Units: Force The major shear at the beam right end (J-End). For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Table: Steel Details 7 - Beam Shear Forces - CISC 95 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Table: Steel Details 7 - Beam Shear Forces - CISC 95 Field: ComboRight Page 3081 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ComboLeft Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the shear at the beam left end (I-end) is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: VMajorLeft Field is Imported: No Format: Force (Forces section of form) Units: Force The major shear at the beam left end (I-End). For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: ComboRight Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the shear at the beam right end (J-end) is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: VMajorRight Field is Imported: No Format: Force (Forces section of form) Units: Force The major shear at the beam right end (J-End). For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Table: Steel Details 7 - Beam Shear Forces - CISC 95 Field: ComboLeft Page 3082 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Steel Details 7 - Beam Shear Forces - EUROCODE 3-1993 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: ComboLeft Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the shear at the beam left end (I-end) is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: VMajorLeft Field is Imported: No Format: Force (Forces section of form) Units: Force The major shear at the beam left end (I-End). For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: ComboRight Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the shear at the beam right end (J-end) is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). Table: Steel Details 7 - Beam Shear Forces - EUROCODE 3-1993 Field: Frame Page 3083 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: VMajorRight Field is Imported: No Format: Force (Forces section of form) Units: Force The major shear at the beam right end (J-End). For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Table: Steel Details 7 - Beam Shear Forces - Eurocode 3-2005 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: ComboLeft Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the shear at the beam left end (I-end) is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Table: Steel Details 7 - Beam Shear Forces - Eurocode 3-2005 Field: VMajorRight Page 3084 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VMajorLeft Field is Imported: No Format: Force (Forces section of form) Units: Force The major shear at the beam left end (I-End). For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: ComboRight Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the shear at the beam right end (J-end) is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: VMajorRight Field is Imported: No Format: Force (Forces section of form) Units: Force The major shear at the beam right end (J-End). For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Table: Steel Details 7 - Beam Shear Forces - Italian UNI 10011 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Table: Steel Details 7 - Beam Shear Forces - Italian UNI 10011 Field: VMajorLeft Page 3085 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: ComboLeft Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the shear at the beam left end (I-end) is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: VMajorLeft Field is Imported: No Format: Force (Forces section of form) Units: Force The major shear at the beam left end (I-End). For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: ComboRight Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the shear at the beam right end (J-end) is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Table: Steel Details 7 - Beam Shear Forces - Italian UNI 10011 Field: DesignSect Page 3086 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: VMajorRight Field is Imported: No Format: Force (Forces section of form) Units: Force The major shear at the beam right end (J-End). For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Table: Steel Details 7 - Beam Shear Forces - UBC97-ASD Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: ComboLeft Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the shear at the beam left end (I-end) is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: VMajorLeft Field is Imported: No Format: Force (Forces section of form) Units: Force The major shear at the beam left end (I-End). Table: Steel Details 7 - Beam Shear Forces - UBC97-ASD Field: VMajorRight Page 3087 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: ComboRight Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the shear at the beam right end (J-end) is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: VMajorRight Field is Imported: No Format: Force (Forces section of form) Units: Force The major shear at the beam right end (J-End). For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Table: Steel Details 7 - Beam Shear Forces - UBC97-LRFD Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Table: Steel Details 7 - Beam Shear Forces - UBC97-LRFD Field: ComboRight Page 3088 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ComboLeft Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the shear at the beam left end (I-end) is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: VMajorLeft Field is Imported: No Format: Force (Forces section of form) Units: Force The major shear at the beam left end (I-End). For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Field: ComboRight Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the shear at the beam right end (J-end) is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: VMajorRight Field is Imported: No Format: Force (Forces section of form) Units: Force The major shear at the beam right end (J-End). For symmetrical sections major shear is shear in the local 2-axis direction. For unsymmetrical sections (e.g., angles) major shear is the shear associated with major bending. Note that major bending is the bending about the section principal axis with the larger moment of inertia. Table: Steel Details 7 - Beam Shear Forces - UBC97-LRFD Field: ComboLeft Page 3089 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Steel Details 8 - Brace Max Axial Load - AISC360-05-IBC2006 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: ComboComp Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the compression axial force is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: PMaxComp Field is Imported: No Format: Force (Forces section of form) Units: Force The largest compression axial force in the brace. Field: ComboTens Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the tension axial force is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Table: Steel Details 8 - Brace Max Axial Load - AISC360-05-IBC2006 Field: Frame Page 3090 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: PMaxTens Field is Imported: No Format: Force (Forces section of form) Units: Force The largest tension axial force in the brace. Table: Steel Details 8 - Brace Max Axial Load - AISC-ASD01 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: ComboComp Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the compression axial force is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: PMaxComp Field is Imported: No Format: Force (Forces section of form) Units: Force The largest compression axial force in the brace. Table: Steel Details 8 - Brace Max Axial Load - AISC-ASD01 Field: PMaxTens Page 3091 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ComboTens Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the tension axial force is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: PMaxTens Field is Imported: No Format: Force (Forces section of form) Units: Force The largest tension axial force in the brace. Table: Steel Details 8 - Brace Max Axial Load - AISC-ASD89 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: ComboComp Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the compression axial force is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Table: Steel Details 8 - Brace Max Axial Load - AISC-ASD89 Field: ComboTens Page 3092 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: PMaxComp Field is Imported: No Format: Force (Forces section of form) Units: Force The largest compression axial force in the brace. Field: ComboTens Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the tension axial force is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: PMaxTens Field is Imported: No Format: Force (Forces section of form) Units: Force The largest tension axial force in the brace. Table: Steel Details 8 - Brace Max Axial Load - AISC-LRFD93 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Table: Steel Details 8 - Brace Max Axial Load - AISC-LRFD93 Field: PMaxComp Page 3093 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ComboComp Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the compression axial force is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: PMaxComp Field is Imported: No Format: Force (Forces section of form) Units: Force The largest compression axial force in the brace. Field: ComboTens Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the tension axial force is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: PMaxTens Field is Imported: No Format: Force (Forces section of form) Units: Force The largest tension axial force in the brace. Table: Steel Details 8 - Brace Max Axial Load - AISC-LRFD99 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Table: Steel Details 8 - Brace Max Axial Load - AISC-LRFD99 Field: ComboComp Page 3094 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: ComboComp Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the compression axial force is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: PMaxComp Field is Imported: No Format: Force (Forces section of form) Units: Force The largest compression axial force in the brace. Field: ComboTens Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the tension axial force is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: PMaxTens Field is Imported: No Format: Force (Forces section of form) Units: Force The largest tension axial force in the brace. Table: Steel Details 8 - Brace Max Axial Load - AISC-LRFD99 Field: DesignSect Page 3095 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Steel Details 8 - Brace Max Axial Load - API RP2A-LRFD 97 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: ComboComp Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the compression axial force is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: PMaxComp Field is Imported: No Format: Force (Forces section of form) Units: Force The largest compression axial force in the brace. Field: ComboTens Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the tension axial force is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Table: Steel Details 8 - Brace Max Axial Load - API RP2A-LRFD 97 Field: Frame Page 3096 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: PMaxTens Field is Imported: No Format: Force (Forces section of form) Units: Force The largest tension axial force in the brace. Table: Steel Details 8 - Brace Max Axial Load - API RP2A-WSD2000 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: ComboComp Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the compression axial force is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: PMaxComp Field is Imported: No Format: Force (Forces section of form) Units: Force The largest compression axial force in the brace. Table: Steel Details 8 - Brace Max Axial Load - API RP2A-WSD2000 Field: PMaxTens Page 3097 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ComboTens Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the tension axial force is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: PMaxTens Field is Imported: No Format: Force (Forces section of form) Units: Force The largest tension axial force in the brace. Table: Steel Details 8 - Brace Max Axial Load - ASCE 10-97 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: ComboComp Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the compression axial force is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Table: Steel Details 8 - Brace Max Axial Load - ASCE 10-97 Field: ComboTens Page 3098 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: PMaxComp Field is Imported: No Format: Force (Forces section of form) Units: Force The largest compression axial force in the brace. Field: ComboTens Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the tension axial force is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: PMaxTens Field is Imported: No Format: Force (Forces section of form) Units: Force The largest tension axial force in the brace. Table: Steel Details 8 - Brace Max Axial Load - BS5950 2000 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Table: Steel Details 8 - Brace Max Axial Load - BS5950 2000 Field: PMaxComp Page 3099 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ComboComp Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the compression axial force is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: PMaxComp Field is Imported: No Format: Force (Forces section of form) Units: Force The largest compression axial force in the brace. Field: ComboTens Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the tension axial force is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: PMaxTens Field is Imported: No Format: Force (Forces section of form) Units: Force The largest tension axial force in the brace. Table: Steel Details 8 - Brace Max Axial Load - BS5950 90 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Table: Steel Details 8 - Brace Max Axial Load - BS5950 90 Field: ComboComp Page 3100 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: ComboComp Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the compression axial force is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: PMaxComp Field is Imported: No Format: Force (Forces section of form) Units: Force The largest compression axial force in the brace. Field: ComboTens Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the tension axial force is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: PMaxTens Field is Imported: No Format: Force (Forces section of form) Units: Force The largest tension axial force in the brace. Table: Steel Details 8 - Brace Max Axial Load - BS5950 90 Field: DesignSect Page 3101 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Steel Details 8 - Brace Max Axial Load - CAN/CSA-S16-01 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: ComboComp Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the compression axial force is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: PMaxComp Field is Imported: No Format: Force (Forces section of form) Units: Force The largest compression axial force in the brace. Field: ComboTens Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the tension axial force is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Table: Steel Details 8 - Brace Max Axial Load - CAN/CSA-S16-01 Field: Frame Page 3102 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: PMaxTens Field is Imported: No Format: Force (Forces section of form) Units: Force The largest tension axial force in the brace. Table: Steel Details 8 - Brace Max Axial Load - CISC 95 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: ComboComp Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the compression axial force is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: PMaxComp Field is Imported: No Format: Force (Forces section of form) Units: Force The largest compression axial force in the brace. Table: Steel Details 8 - Brace Max Axial Load - CISC 95 Field: PMaxTens Page 3103 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ComboTens Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the tension axial force is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: PMaxTens Field is Imported: No Format: Force (Forces section of form) Units: Force The largest tension axial force in the brace. Table: Steel Details 8 - Brace Max Axial Load - EUROCODE 3-1993 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: ComboComp Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the compression axial force is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Table: Steel Details 8 - Brace Max Axial Load - EUROCODE 3-1993 Field: ComboTens Page 3104 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: PMaxComp Field is Imported: No Format: Force (Forces section of form) Units: Force The largest compression axial force in the brace. Field: ComboTens Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the tension axial force is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: PMaxTens Field is Imported: No Format: Force (Forces section of form) Units: Force The largest tension axial force in the brace. Table: Steel Details 8 - Brace Max Axial Load - Eurocode 3-2005 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Table: Steel Details 8 - Brace Max Axial Load - Eurocode 3-2005 Field: PMaxComp Page 3105 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ComboComp Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the compression axial force is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: PMaxComp Field is Imported: No Format: Force (Forces section of form) Units: Force The largest compression axial force in the brace. Field: ComboTens Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the tension axial force is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: PMaxTens Field is Imported: No Format: Force (Forces section of form) Units: Force The largest tension axial force in the brace. Table: Steel Details 8 - Brace Max Axial Load - Italian UNI 10011 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Table: Steel Details 8 - Brace Max Axial Load - Italian UNI 10011 Field: ComboComp Page 3106 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: ComboComp Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the compression axial force is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: PMaxComp Field is Imported: No Format: Force (Forces section of form) Units: Force The largest compression axial force in the brace. Field: ComboTens Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the tension axial force is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: PMaxTens Field is Imported: No Format: Force (Forces section of form) Units: Force The largest tension axial force in the brace. Table: Steel Details 8 - Brace Max Axial Load - Italian UNI 10011 Field: DesignSect Page 3107 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Table: Steel Details 8 - Brace Max Axial Load - UBC97-ASD Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: ComboComp Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the compression axial force is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: PMaxComp Field is Imported: No Format: Force (Forces section of form) Units: Force The largest compression axial force in the brace. Field: ComboTens Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the tension axial force is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Table: Steel Details 8 - Brace Max Axial Load - UBC97-ASD Field: Frame Page 3108 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: PMaxTens Field is Imported: No Format: Force (Forces section of form) Units: Force The largest tension axial force in the brace. Table: Steel Details 8 - Brace Max Axial Load - UBC97-LRFD Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: ComboComp Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the compression axial force is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: PMaxComp Field is Imported: No Format: Force (Forces section of form) Units: Force The largest compression axial force in the brace. Table: Steel Details 8 - Brace Max Axial Load - UBC97-LRFD Field: PMaxTens Page 3109 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: ComboTens Field is Imported: No Format: Controlled by program Units: Text This identifies the design load combination for which the tension axial force is reported. It is either the name of a specified design load combination, or the name of a specified design load combination followed by (SP). A design load combination name followed by (SP) indicates that the design loads were obtained by applying special, code-specific, seismic multipliers to part of the specified design load combination. Field: PMaxTens Field is Imported: No Format: Force (Forces section of form) Units: Force The largest tension axial force in the brace. Table: Steel Details 9 - Decision Parameters - AISC360-05-IBC2006 Field: Frame Field is Imported: No Format: Controlled by program Units: Text Label of a Frame object. Field: DesignSect Field is Imported: No Format: Controlled by program Units: Text The current design section for the frame object. Field: AlphaPrOPy Field is Imported: No Format: Controlled by program Units: Unitless This item is the ratio of alpha times the design force to the force required to yield the steel section. For ASD provision the factor alpha equals 1.6 and for LRFD provision the factor equals 1.0. Table: Steel Details 9 - Decision Parameters - AISC360-05-IBC2006 Field: ComboTens Page 3110 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: aPrOPyGT05 Field is Imported: No Format: Controlled by program Units: Yes/No This item is "Yes" if the ratio of alpha times the design force to the force required to yield the steel section exceeds 0.5. For ASD provision the factor alpha equals 1.6 and for LRFD provision the factor equals 1.0. Field: AlphaPrOPeL Field is Imported: No Format: Controlled by program Units: Unitless This item is the ratio of alpha times the design force to the Euler buckling load of the steel member. For ASD provision the factor alpha equals 1.6 and for LRFD provision the factor equals 1.0. Field: aPrOPeGT015 Field is Imported: No Format: Controlled by program Units: Yes/No This item is "Yes" if the ratio of alpha times the design force to the Euler buckling load of the steel member exceeds 0.15. For ASD provision the factor alpha equals 1.6 and for LRFD provision the factor equals 1.0. Field: Taub Field is Imported: No Format: Controlled by program Units: Unitless This item is a function of the ratio of alpha times the design axial compression force to the force required to yield the steel section. For ASD provision the factor alpha equals 1.6 and for LRFD provision the factor equals 1.0. The value of tau ranges between 0 to 1. It varies parabolically with the ratio of alpha*Pr/Py where Pr is the design axial compression. If the ratio of alpha*Pr/Py is less than or equal to 0.5, then Taub equals 1. Otherwise Taub decreases parabolically with the increase of alpha*Pr/Py. It reduces to 0 as the ratio alpha*Pr/Py approaches 1. Its value remains undefined when alpha*Pr/Py exceeds 1. For members loaded with axial tension, taub equals 1. Taub is a very critical determinant in determining stiffness reduction for Direct Analysis method. Field: EAmodifier Field is Imported: No Format: Controlled by program Units: Unitless This item is the modification factor for axial stiffness if the Direct Analysis method is used. Its value is normally fixed at 0.8 and is independent of Tau_b. This item is a Table: Steel Details 9 - Decision Parameters - AISC360-05-IBC2006 Field: aPrOPyGT05 Page 3111 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation function of the ratio of alpha times the design axial compression force to the force required to yield the steel section. Field: EImodifier Field is Imported: No Format: Controlled by program Units: Unitless This item is the modification factor for flexural stiffness if the Direct Analysis method is used. Its value is a function of Tau_b. Its assumes a fixed value of 0.8 if the Tau_b is taken as fixed. Table: User Defined Table Definition 1 Field: TableKey Field is Imported: Yes Format: Controlled by program Units: Text The table key for the user defined table. This item is predefined by the program. The user can not change the program defined table keys. Field: TableActive Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the table is active. It is No if is inactive. An inactive table will not be created, and if it already exists it will be deleted. Field: TableName Field is Imported: Yes Format: Controlled by program Units: Text The user defined name for the table. Table names should include alphanumeric characters, spaces, dashes and underscore characters, '_', only. Table names must be unique. They can not conflict with any other program defined table names or user defined table names. If this item is blank the user defined table will not be created, and if one associated with the specified table key already exists it will be deleted. Table: User Defined Table Definition 1 Field: EImodifier Page 3112 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: TableType Field is Imported: Yes Format: Controlled by program Units: Text This is either Model Definition, Analysis Results, or Design Results indicating the type of user defined table. Field: TableDLL Field is Imported: Yes Format: Controlled by program Units: Text The program defined *.dll associated with this user defined table. If this item is not specified the user defined table will not be created, and if it already exists it will be deleted. Table: User Defined Table Definition 2 Field: TableName Field is Imported: Yes Format: Controlled by program Units: Text The user defined name for the table. Field: FieldName Field is Imported: Yes Format: Controlled by program Units: Text The user defined name for a field in the specified table. Field names must be unique within a table and they must be limited to no more than 11 alphanumeric characters with no spaces. Underscore characters, '_', can also be used. Field: FieldType Field is Imported: Yes Format: Controlled by program Units: Text This is either Integer, Single Precision, Double Precision, or Text indicating the data type for the user defined field. Table: User Defined Table Definition 2 Field: TableType Page 3113 of 3114 11/13/2016 2016 Computers and Structures, Inc. SAP2000 Database Documentation Field: FieldFormat Field is Imported: Yes Format: Controlled by program Units: Text Options form which is accessed using the Options menu > Database > Set Program Default DB Formatting command. Field: FieldImport Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the field is to be imported into the program. It is No if it a comment field not intended to be imported into the program. Field: FieldRepeat Field is Imported: Yes Format: Controlled by program Units: Yes/No This item is Yes if the field is to be repeated when a printed table is split because it is too wide for the paper. Field: FieldDesc Field is Imported: Yes Format: Controlled by program Units: Text This item is a user defined description of the field. Table: User Defined Table Definition 2 Field: FieldFormat Page 3114 of 3114 11/13/2016
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Dag I K Sjoberg
University of Oslo
Álvaro Figueira, PhD
Faculdade de Ciências da Universidade do Porto
Yoo Hwan Soo
Gacheon University
John-Mark Agosta
Microsoft
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