Water Tank Structural Analysis Report

Structural Analysis Report Project: Structure Water Tank Marunda Post Author : Gama Syahid RSAP2023 Author: Gama Syahid Address: Jl. Sordang No.16, Ds. Tembeng, Desa Lenek Lauk File: Structure Water Tank Project: Structure Water Tank Marunda Post Structure View View - Cases: 1 (DL1) Date : 02/05/23 Page : 2 RSAP2023 Author: Gama Syahid Address: Jl. Sordang No.16, Ds. Tembeng, Desa Lenek Lauk File: Structure Water Tank Project: Structure Water Tank Marunda Post View - S max;S min; Cases: 12to120 Data - Nodes Node X (m) Y (m) -0,73 -0,71 -0,78 0,78 0,73 0,71 0,71 0,78 0,73 0,71 0,71 -0,78 -0,73 -0,71 -0,71 -0,71 -0,64 -0,64 0,64 0,64 -0,58 -0,73 -0,71 -0,78 -0,78 -0,73 -0,71 -0,48 0,78 0,73 0,48 0,71 0,78 0,73 0,48 0,71 -0,48 -0,64 0,64 -0,64 0,64 -0,58 3 5 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 27 Date : 02/05/23 Z (m) 0,68 0,97 0,0 0,0 0,68 0,97 0,97 0,0 0,68 0,97 0,97 0,0 0,68 0,97 0,97 0,97 2,02 2,02 2,02 2,02 3,06 Support code Support xxxxxx xxxxxx Fixed Fixed xxxxxx Fixed xxxxxx Fixed Page : 3 RSAP2023 Author: Gama Syahid Address: Jl. Sordang No.16, Ds. Tembeng, Desa Lenek Lauk 28 29 30 31 32 33 34 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 0,58 -0,58 0,58 -0,51 0,51 0,51 -0,51 0,48 0,48 -0,48 -0,48 -0,64 0,64 -0,64 0,64 -0,64 0,64 -0,64 0,64 -0,64 0,64 -0,64 0,64 -0,64 0,64 File: Structure Water Tank Project: Structure Water Tank Marunda Post -0,58 0,58 0,58 -0,51 -0,51 0,51 0,51 0,48 -0,48 -0,48 0,48 0,64 0,64 0,48 0,48 0,24 0,24 0,0 0,0 -0,24 -0,24 -0,48 -0,48 -0,64 -0,64 3,06 3,06 3,06 4,05 4,05 4,05 4,05 4,99 4,99 4,99 4,99 4,99 4,99 4,99 4,99 4,99 4,99 4,99 4,99 4,99 4,99 4,99 4,99 4,99 4,99 Node 1 Node 2 Sectio n Material 4 3 5 S275 0,29 -135,0 Beam 6 8 3 S275 0,68 -135,0 Beam 7 9 10 S275 0,68 -135,0 Beam 8 10 11 S275 0,29 -135,0 Beam 9 10 12 S275 0,39 -90,0 Beam 10 13 14 S275 0,68 -135,0 Beam 11 14 15 S275 0,39 180,0 Beam 12 14 16 S275 0,29 -135,0 Beam 13 17 18 S275 0,68 -135,0 Beam 14 18 19 S275 0,39 -90,0 Beam 15 18 20 S275 0,29 -135,0 Beam 16 3 21 EQA 50x5 EQA 50x5 EQA 50x5 EQA 50x5 EQA 50x5 EQA 50x5 EQA 50x5 EQA 50x5 EQA 50x5 EQA 50x5 EQA 50x5 EQA 50x5 S275 0,39 180,0 Beam Data - Members Member Date : 02/05/23 Length (m) Page : 4 Gamma (Deg) Type RSAP2023 Author: Gama Syahid Address: Jl. Sordang No.16, Ds. Tembeng, Desa Lenek Lauk 17 5 22 18 20 23 19 11 24 20 16 25 21 5 24 22 20 25 23 22 24 24 23 25 25 22 27 26 24 28 27 23 29 28 25 30 29 22 28 30 23 30 31 27 30 32 29 28 33 27 31 34 28 32 35 27 29 36 27 28 37 28 30 38 30 29 39 30 33 40 29 34 41 29 33 42 27 32 43 32 33 44 31 34 45 32 31 46 33 34 48 33 37 49 32 38 Date : 02/05/23 EQA 50x5 EQA 50x5 EQA 50x5 EQA 50x5 EQA 50x5 EQA 50x5 EQA 50x5 EQA 50x5 EQA 50x5 EQA 50x5 EQA 50x5 EQA 50x5 EQA 50x5 EQA 50x5 EQA 50x5 EQA 50x5 EQA 50x5 EQA 50x5 EQA 50x5 EQA 50x5 EQA 50x5 EQA 50x5 EQA 50x5 EQA 50x5 EQA 50x5 EQA 50x5 EQA 50x5 EQA 50x5 EQA 50x5 EQA 50x5 EQA 50x5 EQA File: Structure Water Tank Project: Structure Water Tank Marunda Post S275 1,05 -135,0 Beam S275 1,05 -135,0 Beam S275 1,05 -135,0 Beam S275 1,05 -135,0 Beam S275 1,71 270,0 Beam S275 1,71 180,0 Beam S275 1,29 0,0 Beam S275 1,29 90,0 Beam S275 1,05 -135,0 Beam S275 1,05 -135,0 Beam S275 1,05 -135,0 Beam S275 1,05 -135,0 Beam S275 1,61 270,0 Beam S275 1,61 180,0 Beam S275 1,63 180,0 Beam S275 1,63 180,0 Beam S275 0,99 -135,0 Beam S275 0,99 -135,0 Beam S275 1,15 180,0 Beam S275 1,15 270,0 Beam S275 1,15 270,0 Beam S275 1,15 270,0 Beam S275 0,99 -135,0 Beam S275 0,99 -135,0 Beam S275 1,47 180,0 Beam S275 1,47 270,0 Beam S275 1,03 -90,0 Beam S275 1,03 180,0 Beam S275 1,03 180,0 Beam S275 1,03 270,0 Beam S275 0,94 -135,0 Beam S275 0,94 -135,0 Beam Page : 5 RSAP2023 Author: Gama Syahid Address: Jl. Sordang No.16, Ds. Tembeng, Desa Lenek Lauk 50 31 39 51 34 40 52 41 42 53 43 44 54 45 46 55 47 48 56 49 50 57 51 52 58 53 54 59 53 41 60 54 42 61 38 37 62 39 40 63 31 38 64 34 37 65 5 20 66 11 16 67 5 11 68 20 16 50x5 EQA 50x5 EQA 50x5 EQA 50x5 EQA 50x5 EQA 50x5 EQA 50x5 EQA 50x5 EQA 50x5 EQA 50x5 EQA 50x5 EQA 50x5 EQA 50x5 EQA 50x5 EQA 50x5 EQA 50x5 EQA 50x5 EQA 50x5 EQA 50x5 EQA 50x5 File: Structure Water Tank Project: Structure Water Tank Marunda Post S275 0,94 -135,0 Beam S275 0,94 -135,0 Beam S275 1,29 180,0 Beam S275 1,29 180,0 Beam S275 1,29 180,0 Beam S275 1,29 180,0 Beam S275 1,29 180,0 Beam S275 1,29 180,0 Beam S275 1,29 270,0 Beam S275 1,29 180,0 Beam S275 1,29 -90,0 Beam S275 0,96 180,0 Beam S275 0,96 180,0 Beam S275 1,36 270,0 Beam S275 1,36 180,0 Beam S275 1,42 180,0 Beam S275 1,42 180,0 Beam S275 1,42 180,0 Beam S275 1,42 180,0 Beam Data - Sections Section name EQA 50x5 Membe r list 4 6to46 48to68 AX (mm2) 483 AY (mm2) AZ (mm2) 0,0 Data - Materials Date : 02/05/23 Page : 6 0,0 IX (mm4) 3960 IY (mm4) IZ (mm4) 111000 111000 RSAP2023 Author: Gama Syahid Address: Jl. Sordang No.16, Ds. Tembeng, Desa Lenek Lauk Materia l E (MPa) G (MPa) N I LX (1/°C) S275 205000 ,00 80000, 00 0 , 3 0 0,00 1 File: Structure Water Tank Project: Structure Water Tank Marunda Post RO (kN/m3) 77,01 Re (MPa) 275,00 Data - Supports Support name List of nodes Fixed List of edges List of objects Support conditions 8 9 13 17 UX UY UZ RX RY RZ Data - Stories Case/Story Name Mass (kg) G (x,y,z) (m) R (x,y,z) (m) Ix (kgm2) Iy (kgm2) Iz (kgm2) Loads - Cases Case Label 1 2 3 4 5 6 DL1 WIND1 LL1 WIND2 WIND3 WIND4 7 WIND5 8 WIND6 9 WIND7 10 WIND8 Date : 02/05/23 Case name DL1 WIND1 LL1 Wind X+ 20 m/s (f =1.00) Simulation Wind Y+ 20 m/s (f =1.00) Simulation Wind X+ 20 m/s (f =1.00) Simulation (1) Wind Y+ 20 m/s (f =1.00) Simulation (1) Wind X+ 20 m/s (f =1.00) Simulation (2) Wind Y+ 20 m/s (f =1.00) Simulation (2) Wind X+ 20 m/s (f =1.00) Simulation (3) Page : 7 Nature Analysis type Structural wind live wind wind wind Static - Linear Static - Linear Static - Linear Static - Linear Static - Linear Static - Linear wind Static - Linear wind Static - Linear wind Static - Linear wind Static - Linear ex0 (m) RSAP2023 Author: Gama Syahid Address: Jl. Sordang No.16, Ds. Tembeng, Desa Lenek Lauk 11 WIND9 File: Structure Water Tank Project: Structure Water Tank Marunda Post wind Static - Linear 12 Wind Y+ 20 m/s (f =1.00) Simulation (3) ULS/1=1*1.35 + 3*1.50 Structural 13 ULS/2=1*1.35 + 3*1.50 + 2*0.75 Structural 14 ULS/3=1*1.35 + 3*1.50 + 4*0.75 Structural 15 ULS/4=1*1.35 + 3*1.50 + 5*0.75 Structural 16 ULS/5=1*1.35 + 3*1.50 + 6*0.75 Structural 17 ULS/6=1*1.35 + 3*1.50 + 7*0.75 Structural 18 ULS/7=1*1.35 + 3*1.50 + 8*0.75 Structural 19 ULS/8=1*1.35 + 3*1.50 + 9*0.75 Structural 20 ULS/9=1*1.35 + 3*1.50 + 10*0.75 Structural 21 ULS/10=1*1.35 + 3*1.50 + 11*0.75 Structural 22 ULS/11=1*1.35 Structural 23 ULS/12=1*1.00 + 3*1.50 Structural 24 ULS/13=1*1.00 + 3*1.50 + 2*0.75 Structural 25 ULS/14=1*1.00 + 3*1.50 + 4*0.75 Structural 26 ULS/15=1*1.00 + 3*1.50 + 5*0.75 Structural 27 ULS/16=1*1.00 + 3*1.50 + 6*0.75 Structural 28 ULS/17=1*1.00 + 3*1.50 + 7*0.75 Structural 29 ULS/18=1*1.00 + 3*1.50 + 8*0.75 Structural 30 ULS/19=1*1.00 + 3*1.50 + 9*0.75 Structural 31 ULS/20=1*1.00 + 3*1.50 + 10*0.75 Structural 32 ULS/21=1*1.00 + 3*1.50 + 11*0.75 Structural 33 ULS/22=1*1.00 Structural 34 ULS/23=1*1.35 + 3*1.05 + 2*1.50 Structural 35 ULS/24=1*1.35 + 3*1.05 + 4*1.50 Structural 36 ULS/25=1*1.35 + 3*1.05 + 5*1.50 Structural 37 ULS/26=1*1.35 + 3*1.05 + 6*1.50 Structural 38 ULS/27=1*1.35 + 3*1.05 + 7*1.50 Structural 39 ULS/28=1*1.35 + 3*1.05 + 8*1.50 Structural 40 ULS/29=1*1.35 + 3*1.05 + 9*1.50 Structural 41 ULS/30=1*1.35 + 3*1.05 + 10*1.50 Structural 42 ULS/31=1*1.35 + 3*1.05 + 11*1.50 Structural Linear Combination Linear Combination Linear Combination Linear Combination Linear Combination Linear Combination Linear Combination Linear Combination Linear Combination Linear Combination Linear Combination Linear Combination Linear Combination Linear Combination Linear Combination Linear Combination Linear Combination Linear Combination Linear Combination Linear Combination Linear Combination Linear Combination Linear Combination Linear Combination Linear Combination Linear Combination Linear Combination Linear Combination Linear Combination Linear Combination Linear Date : 02/05/23 Page : 8 RSAP2023 Author: Gama Syahid Address: Jl. Sordang No.16, Ds. Tembeng, Desa Lenek Lauk File: Structure Water Tank Project: Structure Water Tank Marunda Post 43 ULS/32=1*1.35 + 2*1.50 Structural 44 ULS/33=1*1.35 + 4*1.50 Structural 45 ULS/34=1*1.35 + 5*1.50 Structural 46 ULS/35=1*1.35 + 6*1.50 Structural 47 ULS/36=1*1.35 + 7*1.50 Structural 48 ULS/37=1*1.35 + 8*1.50 Structural 49 ULS/38=1*1.35 + 9*1.50 Structural 50 ULS/39=1*1.35 + 10*1.50 Structural 51 ULS/40=1*1.35 + 11*1.50 Structural 52 ULS/41=1*1.00 + 3*1.05 + 2*1.50 Structural 53 ULS/42=1*1.00 + 3*1.05 + 4*1.50 Structural 54 ULS/43=1*1.00 + 3*1.05 + 5*1.50 Structural 55 ULS/44=1*1.00 + 3*1.05 + 6*1.50 Structural 56 ULS/45=1*1.00 + 3*1.05 + 7*1.50 Structural 57 ULS/46=1*1.00 + 3*1.05 + 8*1.50 Structural 58 ULS/47=1*1.00 + 3*1.05 + 9*1.50 Structural 59 ULS/48=1*1.00 + 3*1.05 + 10*1.50 Structural 60 ULS/49=1*1.00 + 3*1.05 + 11*1.50 Structural 61 ULS/50=1*1.00 + 2*1.50 Structural 62 ULS/51=1*1.00 + 4*1.50 Structural 63 ULS/52=1*1.00 + 5*1.50 Structural 64 ULS/53=1*1.00 + 6*1.50 Structural 65 ULS/54=1*1.00 + 7*1.50 Structural 66 ULS/55=1*1.00 + 8*1.50 Structural 67 ULS/56=1*1.00 + 9*1.50 Structural 68 ULS/57=1*1.00 + 10*1.50 Structural 69 ULS/58=1*1.00 + 11*1.50 Structural 70 SLS:CHR/1=1*1.00 + 3*1.00 dead 71 SLS:CHR/2=1*1.00 + 3*1.00 + 2*0.50 dead 72 SLS:CHR/3=1*1.00 + 3*1.00 + 4*0.50 dead 73 SLS:CHR/4=1*1.00 + 3*1.00 + 5*0.50 dead Date : 02/05/23 Page : 9 Combination Linear Combination Linear Combination Linear Combination Linear Combination Linear Combination Linear Combination Linear Combination Linear Combination Linear Combination Linear Combination Linear Combination Linear Combination Linear Combination Linear Combination Linear Combination Linear Combination Linear Combination Linear Combination Linear Combination Linear Combination Linear Combination Linear Combination Linear Combination Linear Combination Linear Combination Linear Combination Linear Combination Linear Combination Linear Combination Linear Combination Linear Combination RSAP2023 Author: Gama Syahid Address: Jl. Sordang No.16, Ds. Tembeng, Desa Lenek Lauk File: Structure Water Tank Project: Structure Water Tank Marunda Post 74 SLS:CHR/5=1*1.00 + 3*1.00 + 6*0.50 dead 75 SLS:CHR/6=1*1.00 + 3*1.00 + 7*0.50 dead 76 SLS:CHR/7=1*1.00 + 3*1.00 + 8*0.50 dead 77 SLS:CHR/8=1*1.00 + 3*1.00 + 9*0.50 dead 78 SLS:CHR/9=1*1.00 + 3*1.00 + 10*0.50 SLS:CHR/10=1*1.00 + 3*1.00 + 11*0.50 SLS:CHR/11=1*1.00 dead dead 90 SLS:CHR/12=1*1.00 + 3*0.70 + 2*1.00 SLS:CHR/13=1*1.00 + 3*0.70 + 4*1.00 SLS:CHR/14=1*1.00 + 3*0.70 + 5*1.00 SLS:CHR/15=1*1.00 + 3*0.70 + 6*1.00 SLS:CHR/16=1*1.00 + 3*0.70 + 7*1.00 SLS:CHR/17=1*1.00 + 3*0.70 + 8*1.00 SLS:CHR/18=1*1.00 + 3*0.70 + 9*1.00 SLS:CHR/19=1*1.00 + 3*0.70 + 10*1.00 SLS:CHR/20=1*1.00 + 3*0.70 + 11*1.00 SLS:CHR/21=1*1.00 + 2*1.00 91 SLS:CHR/22=1*1.00 + 4*1.00 dead 92 SLS:CHR/23=1*1.00 + 5*1.00 dead 93 SLS:CHR/24=1*1.00 + 6*1.00 dead 94 SLS:CHR/25=1*1.00 + 7*1.00 dead 95 SLS:CHR/26=1*1.00 + 8*1.00 dead 96 SLS:CHR/27=1*1.00 + 9*1.00 dead 97 SLS:CHR/28=1*1.00 + 10*1.00 dead 98 SLS:CHR/29=1*1.00 + 11*1.00 dead 99 SLS:FRE/30=1*1.00 + 3*0.50 dead 100 SLS:FRE/31=1*1.00 dead 101 SLS:FRE/32=1*1.00 + 3*0.30 + 2*0.20 SLS:FRE/33=1*1.00 + 3*0.30 + 4*0.20 SLS:FRE/34=1*1.00 + 3*0.30 + 5*0.20 SLS:FRE/35=1*1.00 + 3*0.30 + 6*0.20 SLS:FRE/36=1*1.00 + 3*0.30 + dead 79 80 81 82 83 84 85 86 87 88 89 102 103 104 105 Date : 02/05/23 Page : 10 dead dead dead dead dead dead dead dead dead dead dead dead dead dead dead Linear Combination Linear Combination Linear Combination Linear Combination Linear Combination Linear Combination Linear Combination Linear Combination Linear Combination Linear Combination Linear Combination Linear Combination Linear Combination Linear Combination Linear Combination Linear Combination Linear Combination Linear Combination Linear Combination Linear Combination Linear Combination Linear Combination Linear Combination Linear Combination Linear Combination Linear Combination Linear Combination Linear Combination Linear Combination Linear Combination Linear Combination Linear RSAP2023 Author: Gama Syahid Address: Jl. Sordang No.16, Ds. Tembeng, Desa Lenek Lauk File: Structure Water Tank Project: Structure Water Tank Marunda Post 110 7*0.20 SLS:FRE/37=1*1.00 + 3*0.30 + 8*0.20 SLS:FRE/38=1*1.00 + 3*0.30 + 9*0.20 SLS:FRE/39=1*1.00 + 3*0.30 + 10*0.20 SLS:FRE/40=1*1.00 + 3*0.30 + 11*0.20 SLS:FRE/41=1*1.00 + 2*0.20 111 SLS:FRE/42=1*1.00 + 4*0.20 dead 112 SLS:FRE/43=1*1.00 + 5*0.20 dead 113 SLS:FRE/44=1*1.00 + 6*0.20 dead 114 SLS:FRE/45=1*1.00 + 7*0.20 dead 115 SLS:FRE/46=1*1.00 + 8*0.20 dead 116 SLS:FRE/47=1*1.00 + 9*0.20 dead 117 SLS:FRE/48=1*1.00 + 10*0.20 dead 118 SLS:FRE/49=1*1.00 + 11*0.20 dead 119 SLS:QPR/50=1*1.00 + 3*0.30 dead 120 SLS:QPR/51=1*1.00 dead 106 107 108 109 121 122 MOD121 SEI_X122 123 SEI_Y123 124 SEI_Z123 125 126 MOD125 SEI_X126 127 SEI_Y127 128 SEI_Z127 129 130 MOD129 SEI_X130 131 SEI_Y131 132 SEI_Z131 133 134 MOD133 SEI_X134 135 SEI_Y135 136 SEI_Z135 Date : 02/05/23 Modal Ecc XSeismic SNI1726:2019 Ecc XDirection_X Seismic SNI1726:2019 Ecc XDirection_Y Seismic SNI1726:2019 Ecc XDirection_Z Modal Ecc X+ Seismic SNI1726:2019 Ecc X+ Direction_X Seismic SNI1726:2019 Ecc X+ Direction_Y Seismic SNI1726:2019 Ecc X+ Direction_Z Modal Ecc YSeismic SNI1726:2019 Ecc YDirection_X Seismic SNI1726:2019 Ecc YDirection_Y Seismic SNI1726:2019 Ecc YDirection_Z Modal Ecc Y+ Seismic SNI1726:2019 Ecc Y+ Direction_X Seismic SNI1726:2019 Ecc Y+ Direction_Y Seismic SNI1726:2019 Ecc Y+ Direction_Z Page : 11 seismic Combination Linear Combination Linear Combination Linear Combination Linear Combination Linear Combination Linear Combination Linear Combination Linear Combination Linear Combination Linear Combination Linear Combination Linear Combination Linear Combination Linear Combination Linear Combination Modal Seismic-EC 8 seismic Seismic-EC 8 seismic Seismic-EC 8 seismic Modal Seismic-EC 8 seismic Seismic-EC 8 seismic Seismic-EC 8 seismic Modal Seismic-EC 8 seismic Seismic-EC 8 seismic Seismic-EC 8 seismic Modal Seismic-EC 8 seismic Seismic-EC 8 seismic Seismic-EC 8 dead dead dead dead dead RSAP2023 Author: Gama Syahid Address: Jl. Sordang No.16, Ds. Tembeng, Desa Lenek Lauk File: Structure Water Tank Project: Structure Water Tank Marunda Post Loads - Values - Cases: 1to136 Case Load type 1 self-weight 1 1 1 2 2 2 3 3 3 4 4 4 4 5 5 5 5 6 6 6 6 7 7 7 7 8 8 8 8 9 9 9 9 10 10 10 10 11 11 11 11 (FE) uniform (FE) uniform (FE) uniform (FE) uniform (FE) uniform (FE) uniform (FE) uniform (FE) uniform (FE) uniform (FE) uniform (FE) uniform (FE) uniform (FE) uniform (FE) uniform (FE) uniform (FE) uniform (FE) uniform (FE) uniform (FE) uniform (FE) uniform (FE) uniform (FE) uniform (FE) uniform (FE) uniform (FE) uniform (FE) uniform (FE) uniform (FE) uniform (FE) uniform (FE) uniform (FE) uniform (FE) uniform (FE) uniform (FE) uniform (FE) uniform (FE) uniform (FE) uniform (FE) uniform (FE) uniform (FE) uniform (FE) uniform List 4 6to46 48to68 70to74 Load values PZ Negative Factor=1,00 PZ=-10,00(kN/m2) 74 74 74 70 71 72 73 70 71 72 73 70 71 72 73 70 71 72 73 70 71 72 73 70 71 72 73 70 71 72 73 70 71 72 73 PZ=-10,00(kN/m2) PZ=-10,00(kN/m2) PZ=-10,00(kN/m2) PZ=-2,00(kN/m2) PZ=-2,00(kN/m2) PZ=-2,00(kN/m2) PZ=-2,00(kN/m2) PZ=0,05(kN/m2) local PZ=-0,06(kN/m2) local PZ=0,05(kN/m2) local PZ=-0,38(kN/m2) local PZ=-0,38(kN/m2) local PZ=0,05(kN/m2) local PZ=-0,06(kN/m2) local PZ=0,04(kN/m2) local PZ=0,05(kN/m2) local PZ=-0,06(kN/m2) local PZ=0,05(kN/m2) local PZ=-0,38(kN/m2) local PZ=-0,38(kN/m2) local PZ=0,05(kN/m2) local PZ=-0,06(kN/m2) local PZ=0,04(kN/m2) local PZ=0,02(kN/m2) local PZ=0,14(kN/m2) local PZ=0,01(kN/m2) local PZ=-0,11(kN/m2) local PZ=-0,11(kN/m2) local PZ=0,02(kN/m2) local PZ=0,14(kN/m2) local PZ=0,01(kN/m2) local PZ=0,05(kN/m2) local PZ=-0,06(kN/m2) local PZ=0,05(kN/m2) local PZ=-0,38(kN/m2) local PZ=-0,38(kN/m2) local PZ=0,05(kN/m2) local PZ=-0,06(kN/m2) local PZ=0,04(kN/m2) local Combinations Date : 02/05/23 Page : 12 RSAP2023 Author: Gama Syahid Address: Jl. Sordang No.16, Ds. Tembeng, Desa Lenek Lauk - Cases: File: Structure Water Tank Project: Structure Water Tank Marunda Post 12to120 Combinations 12 (C) 13 (C) 14 (C) 15 (C) 16 (C) 17 (C) 18 (C) 19 (C) 20 (C) 21 (C) 22 (C) 23 (C) 24 (C) 25 (C) 26 (C) 27 (C) 28 (C) 29 (C) 30 (C) 31 (C) Date : 02/05/23 Name Analysis type Co mbi nati on type Case nature ULS/1=1*1. 35 + 3*1.50 ULS/2=1*1. 35 + 3*1.50 + 2*0.75 ULS/3=1*1. 35 + 3*1.50 + 4*0.75 ULS/4=1*1. 35 + 3*1.50 + 5*0.75 ULS/5=1*1. 35 + 3*1.50 + 6*0.75 ULS/6=1*1. 35 + 3*1.50 + 7*0.75 ULS/7=1*1. 35 + 3*1.50 + 8*0.75 ULS/8=1*1. 35 + 3*1.50 + 9*0.75 ULS/9=1*1. 35 + 3*1.50 + 10*0.75 ULS/10=1*1 .35 + 3*1.50 + 11*0.75 ULS/11=1*1 .35 ULS/12=1*1 .00 + 3*1.50 ULS/13=1*1 .00 + 3*1.50 + 2*0.75 ULS/14=1*1 .00 + 3*1.50 + 4*0.75 ULS/15=1*1 .00 + 3*1.50 + 5*0.75 ULS/16=1*1 .00 + 3*1.50 + 6*0.75 ULS/17=1*1 .00 + 3*1.50 + 7*0.75 ULS/18=1*1 .00 + 3*1.50 + 8*0.75 ULS/19=1*1 .00 + 3*1.50 + 9*0.75 ULS/20=1*1 .00 + 3*1.50 Linear Combination Linear Combination Structural 1*1.35+3*1.50 Structural 1*1.35+3*1.50+2*0.75 Linear Combination Structural 1*1.35+3*1.50+4*0.75 Linear Combination Structural 1*1.35+3*1.50+5*0.75 Linear Combination Structural 1*1.35+3*1.50+6*0.75 Linear Combination Structural 1*1.35+3*1.50+7*0.75 Linear Combination Structural 1*1.35+3*1.50+8*0.75 Linear Combination Structural 1*1.35+3*1.50+9*0.75 Linear Combination Structural 1*1.35+3*1.50+10*0.75 Linear Combination Structural 1*1.35+3*1.50+11*0.75 Linear Combination Linear Combination Linear Combination Structural 1*1.35 Structural 1*1.00+3*1.50 Structural 1*1.00+3*1.50+2*0.75 Linear Combination Structural 1*1.00+3*1.50+4*0.75 Linear Combination Structural 1*1.00+3*1.50+5*0.75 Linear Combination Structural 1*1.00+3*1.50+6*0.75 Linear Combination Structural 1*1.00+3*1.50+7*0.75 Linear Combination Structural 1*1.00+3*1.50+8*0.75 Linear Combination Structural 1*1.00+3*1.50+9*0.75 Linear Combination Structural 1*1.00+3*1.50+10*0.75 Page : 13 Definition RSAP2023 Author: Gama Syahid Address: Jl. Sordang No.16, Ds. Tembeng, Desa Lenek Lauk 32 (C) 33 (C) 34 (C) 35 (C) 36 (C) 37 (C) 38 (C) 39 (C) 40 (C) 41 (C) 42 (C) 43 (C) 44 (C) 45 (C) 46 (C) 47 (C) 48 (C) 49 (C) 50 (C) 51 (C) 52 (C) 53 (C) 54 (C) 55 (C) Date : 02/05/23 + 10*0.75 ULS/21=1*1 .00 + 3*1.50 + 11*0.75 ULS/22=1*1 .00 ULS/23=1*1 .35 + 3*1.05 + 2*1.50 ULS/24=1*1 .35 + 3*1.05 + 4*1.50 ULS/25=1*1 .35 + 3*1.05 + 5*1.50 ULS/26=1*1 .35 + 3*1.05 + 6*1.50 ULS/27=1*1 .35 + 3*1.05 + 7*1.50 ULS/28=1*1 .35 + 3*1.05 + 8*1.50 ULS/29=1*1 .35 + 3*1.05 + 9*1.50 ULS/30=1*1 .35 + 3*1.05 + 10*1.50 ULS/31=1*1 .35 + 3*1.05 + 11*1.50 ULS/32=1*1 .35 + 2*1.50 ULS/33=1*1 .35 + 4*1.50 ULS/34=1*1 .35 + 5*1.50 ULS/35=1*1 .35 + 6*1.50 ULS/36=1*1 .35 + 7*1.50 ULS/37=1*1 .35 + 8*1.50 ULS/38=1*1 .35 + 9*1.50 ULS/39=1*1 .35 + 10*1.50 ULS/40=1*1 .35 + 11*1.50 ULS/41=1*1 .00 + 3*1.05 + 2*1.50 ULS/42=1*1 .00 + 3*1.05 + 4*1.50 ULS/43=1*1 .00 + 3*1.05 + 5*1.50 ULS/44=1*1 .00 + 3*1.05 File: Structure Water Tank Project: Structure Water Tank Marunda Post Linear Combination Structural 1*1.00+3*1.50+11*0.75 Linear Combination Linear Combination Structural 1*1.00 Structural 1*1.35+3*1.05+2*1.50 Linear Combination Structural 1*1.35+3*1.05+4*1.50 Linear Combination Structural 1*1.35+3*1.05+5*1.50 Linear Combination Structural 1*1.35+3*1.05+6*1.50 Linear Combination Structural 1*1.35+3*1.05+7*1.50 Linear Combination Structural 1*1.35+3*1.05+8*1.50 Linear Combination Structural 1*1.35+3*1.05+9*1.50 Linear Combination Structural 1*1.35+3*1.05+10*1.50 Linear Combination Structural 1*1.35+3*1.05+11*1.50 Linear Combination Linear Combination Linear Combination Linear Combination Linear Combination Linear Combination Linear Combination Linear Combination Structural 1*1.35+2*1.50 Structural 1*1.35+4*1.50 Structural 1*1.35+5*1.50 Structural 1*1.35+6*1.50 Structural 1*1.35+7*1.50 Structural 1*1.35+8*1.50 Structural 1*1.35+9*1.50 Structural 1*1.35+10*1.50 Linear Combination Structural 1*1.35+11*1.50 Linear Combination Structural 1*1.00+3*1.05+2*1.50 Linear Combination Structural 1*1.00+3*1.05+4*1.50 Linear Combination Structural 1*1.00+3*1.05+5*1.50 Linear Combination Structural 1*1.00+3*1.05+6*1.50 Page : 14 RSAP2023 Author: Gama Syahid Address: Jl. Sordang No.16, Ds. Tembeng, Desa Lenek Lauk 56 (C) 57 (C) 58 (C) 59 (C) 60 (C) 61 (C) 62 (C) 63 (C) 64 (C) 65 (C) 66 (C) 67 (C) 68 (C) 69 (C) 70 (C) 71 (C) 72 (C) 73 (C) 74 (C) 75 (C) 76 (C) 77 (C) Date : 02/05/23 + 6*1.50 ULS/45=1*1 .00 + 3*1.05 + 7*1.50 ULS/46=1*1 .00 + 3*1.05 + 8*1.50 ULS/47=1*1 .00 + 3*1.05 + 9*1.50 ULS/48=1*1 .00 + 3*1.05 + 10*1.50 ULS/49=1*1 .00 + 3*1.05 + 11*1.50 ULS/50=1*1 .00 + 2*1.50 ULS/51=1*1 .00 + 4*1.50 ULS/52=1*1 .00 + 5*1.50 ULS/53=1*1 .00 + 6*1.50 ULS/54=1*1 .00 + 7*1.50 ULS/55=1*1 .00 + 8*1.50 ULS/56=1*1 .00 + 9*1.50 ULS/57=1*1 .00 + 10*1.50 ULS/58=1*1 .00 + 11*1.50 SLS:CHR/1 =1*1.00 + 3*1.00 SLS:CHR/2 =1*1.00 + 3*1.00 + 2*0.50 SLS:CHR/3 =1*1.00 + 3*1.00 + 4*0.50 SLS:CHR/4 =1*1.00 + 3*1.00 + 5*0.50 SLS:CHR/5 =1*1.00 + 3*1.00 + 6*0.50 SLS:CHR/6 =1*1.00 + 3*1.00 + 7*0.50 SLS:CHR/7 =1*1.00 + 3*1.00 + 8*0.50 SLS:CHR/8 File: Structure Water Tank Project: Structure Water Tank Marunda Post Linear Combination Structural 1*1.00+3*1.05+7*1.50 Linear Combination Structural 1*1.00+3*1.05+8*1.50 Linear Combination Structural 1*1.00+3*1.05+9*1.50 Linear Combination Structural 1*1.00+3*1.05+10*1.50 Linear Combination Structural 1*1.00+3*1.05+11*1.50 Linear Combination Linear Combination Linear Combination Linear Combination Linear Combination Linear Combination Linear Combination Linear Combination Structural 1*1.00+2*1.50 Structural 1*1.00+4*1.50 Structural 1*1.00+5*1.50 Structural 1*1.00+6*1.50 Structural 1*1.00+7*1.50 Structural 1*1.00+8*1.50 Structural 1*1.00+9*1.50 Structural 1*1.00+10*1.50 Linear Combination Structural 1*1.00+11*1.50 SLS :CH R SLS :CH R dead (1+3)*1.00 dead (1+3)*1.00+2*0.50 Linear Combination SLS :CH R dead (1+3)*1.00+4*0.50 Linear Combination SLS :CH R dead (1+3)*1.00+5*0.50 Linear Combination SLS :CH R dead (1+3)*1.00+6*0.50 Linear Combination SLS :CH R dead (1+3)*1.00+7*0.50 Linear Combination SLS :CH R dead (1+3)*1.00+8*0.50 Linear SLS dead (1+3)*1.00+9*0.50 Linear Combination Linear Combination Page : 15 RSAP2023 Author: Gama Syahid Address: Jl. Sordang No.16, Ds. Tembeng, Desa Lenek Lauk 78 (C) 79 (C) 80 (C) 81 (C) 82 (C) 83 (C) 84 (C) 85 (C) 86 (C) 87 (C) 88 (C) 89 (C) 90 (C) 91 (C) 92 (C) 93 (C) 94 (C) Date : 02/05/23 File: Structure Water Tank Project: Structure Water Tank Marunda Post =1*1.00 + 3*1.00 + 9*0.50 SLS:CHR/9 =1*1.00 + 3*1.00 + 10*0.50 SLS:CHR/10 =1*1.00 + 3*1.00 + 11*0.50 SLS:CHR/11 =1*1.00 Combination :CH R Linear Combination SLS :CH R dead (1+3)*1.00+10*0.50 Linear Combination SLS :CH R dead (1+3)*1.00+11*0.50 Linear Combination dead 1*1.00 SLS:CHR/12 =1*1.00 + 3*0.70 + 2*1.00 SLS:CHR/13 =1*1.00 + 3*0.70 + 4*1.00 SLS:CHR/14 =1*1.00 + 3*0.70 + 5*1.00 SLS:CHR/15 =1*1.00 + 3*0.70 + 6*1.00 SLS:CHR/16 =1*1.00 + 3*0.70 + 7*1.00 SLS:CHR/17 =1*1.00 + 3*0.70 + 8*1.00 SLS:CHR/18 =1*1.00 + 3*0.70 + 9*1.00 SLS:CHR/19 =1*1.00 + 3*0.70 + 10*1.00 SLS:CHR/20 =1*1.00 + 3*0.70 + 11*1.00 SLS:CHR/21 =1*1.00 + 2*1.00 SLS:CHR/22 =1*1.00 + 4*1.00 SLS:CHR/23 =1*1.00 + 5*1.00 SLS:CHR/24 =1*1.00 + 6*1.00 SLS:CHR/25 =1*1.00 + Linear Combination SLS :CH R SLS :CH R dead (1+2)*1.00+3*0.70 Linear Combination SLS :CH R dead (1+4)*1.00+3*0.70 Linear Combination SLS :CH R dead (1+5)*1.00+3*0.70 Linear Combination SLS :CH R dead (1+6)*1.00+3*0.70 Linear Combination SLS :CH R dead (1+7)*1.00+3*0.70 Linear Combination SLS :CH R dead (1+8)*1.00+3*0.70 Linear Combination SLS :CH R dead (1+9)*1.00+3*0.70 Linear Combination SLS :CH R dead (1+10)*1.00+3*0.70 Linear Combination SLS :CH R dead (1+11)*1.00+3*0.70 Linear Combination SLS :CH R SLS :CH R SLS :CH R SLS :CH R SLS :CH dead (1+2)*1.00 dead (1+4)*1.00 dead (1+5)*1.00 dead (1+6)*1.00 dead (1+7)*1.00 Linear Combination Linear Combination Linear Combination Linear Combination Page : 16 RSAP2023 Author: Gama Syahid Address: Jl. Sordang No.16, Ds. Tembeng, Desa Lenek Lauk 95 (C) 96 (C) 97 (C) 98 (C) 99 (C) 100 (C) 101 (C) 102 (C) 103 (C) 104 (C) 105 (C) 106 (C) 107 (C) 108 (C) 109 (C) 110 (C) 111 (C) 112 (C) Date : 02/05/23 7*1.00 SLS:CHR/26 =1*1.00 + 8*1.00 SLS:CHR/27 =1*1.00 + 9*1.00 SLS:CHR/28 =1*1.00 + 10*1.00 SLS:CHR/29 =1*1.00 + 11*1.00 SLS:FRE/30 =1*1.00 + 3*0.50 SLS:FRE/31 =1*1.00 SLS:FRE/32 =1*1.00 + 3*0.30 + 2*0.20 SLS:FRE/33 =1*1.00 + 3*0.30 + 4*0.20 SLS:FRE/34 =1*1.00 + 3*0.30 + 5*0.20 SLS:FRE/35 =1*1.00 + 3*0.30 + 6*0.20 SLS:FRE/36 =1*1.00 + 3*0.30 + 7*0.20 SLS:FRE/37 =1*1.00 + 3*0.30 + 8*0.20 SLS:FRE/38 =1*1.00 + 3*0.30 + 9*0.20 SLS:FRE/39 =1*1.00 + 3*0.30 + 10*0.20 SLS:FRE/40 =1*1.00 + 3*0.30 + 11*0.20 SLS:FRE/41 =1*1.00 + 2*0.20 SLS:FRE/42 =1*1.00 + 4*0.20 SLS:FRE/43 =1*1.00 + 5*0.20 Linear Combination Linear Combination Linear Combination Linear Combination Linear Combination Linear Combination Linear Combination File: Structure Water Tank Project: Structure Water Tank Marunda Post R SLS :CH R SLS :CH R SLS :CH R SLS :CH R SLS :FR E SLS :FR E SLS :FR E dead (1+8)*1.00 dead (1+9)*1.00 dead (1+10)*1.00 dead (1+11)*1.00 dead 1*1.00+3*0.50 dead 1*1.00 dead 1*1.00+3*0.30+2*0.20 Linear Combination SLS :FR E dead 1*1.00+3*0.30+4*0.20 Linear Combination SLS :FR E dead 1*1.00+3*0.30+5*0.20 Linear Combination SLS :FR E dead 1*1.00+3*0.30+6*0.20 Linear Combination SLS :FR E dead 1*1.00+3*0.30+7*0.20 Linear Combination SLS :FR E dead 1*1.00+3*0.30+8*0.20 Linear Combination SLS :FR E dead 1*1.00+3*0.30+9*0.20 Linear Combination SLS :FR E dead 1*1.00+3*0.30+10*0.20 Linear Combination SLS :FR E dead 1*1.00+3*0.30+11*0.20 Linear Combination SLS :FR E SLS :FR E SLS :FR E dead 1*1.00+2*0.20 dead 1*1.00+4*0.20 dead 1*1.00+5*0.20 Linear Combination Linear Combination Page : 17 RSAP2023 Author: Gama Syahid Address: Jl. Sordang No.16, Ds. Tembeng, Desa Lenek Lauk 113 (C) 114 (C) 115 (C) 116 (C) 117 (C) 118 (C) 119 (C) 120 (C) Date : 02/05/23 SLS:FRE/44 =1*1.00 + 6*0.20 SLS:FRE/45 =1*1.00 + 7*0.20 SLS:FRE/46 =1*1.00 + 8*0.20 SLS:FRE/47 =1*1.00 + 9*0.20 SLS:FRE/48 =1*1.00 + 10*0.20 SLS:FRE/49 =1*1.00 + 11*0.20 SLS:QPR/50 =1*1.00 + 3*0.30 SLS:QPR/51 =1*1.00 Linear Combination Linear Combination Linear Combination Linear Combination Linear Combination Linear Combination Linear Combination Linear Combination File: Structure Water Tank Project: Structure Water Tank Marunda Post SLS :FR E SLS :FR E SLS :FR E SLS :FR E SLS :FR E SLS :FR E SLS :QP R SLS :QP R dead 1*1.00+6*0.20 dead 1*1.00+7*0.20 dead 1*1.00+8*0.20 dead 1*1.00+9*0.20 dead 1*1.00+10*0.20 dead 1*1.00+11*0.20 dead 1*1.00+3*0.30 dead 1*1.00 Page : 18 RSAP2023 Author: Gama Syahid Address: Jl. Sordang No.16, Ds. Tembeng, Desa Lenek Lauk File: Structure Water Tank Project: Structure Water Tank Marunda Post Reactions - Values in the coordinate system: global - Cases: Node/Case/Mode 8/ 8/ 8/ 8/ 8/ 8/ 8/ 8/ 8/ 8/ 8/ 8/ 8/ 8/ 8/ 8/ 8/ 8/ 8/ 8/ 8/ 8/ 8/ 8/ 8/ 8/ 8/ 8/ 8/ 8/ 8/ 8/ 8/ 8/ 8/ 8/ 8/ 8/ 8/ 8/ 8/ 8/ 8/ 8/ 8/ 8/ 8/ 8/ 8/ 8/ 8/ 1/ 2/ 3/ 4/ 5/ 6/ 7/ 8/ 9/ 10/ 11/ 12 (C)/ 13 (C)/ 14 (C)/ 15 (C)/ 16 (C)/ 17 (C)/ 18 (C)/ 19 (C)/ 20 (C)/ 21 (C)/ 22 (C)/ 23 (C)/ 24 (C)/ 25 (C)/ 26 (C)/ 27 (C)/ 28 (C)/ 29 (C)/ 30 (C)/ 31 (C)/ 32 (C)/ 33 (C)/ 34 (C)/ 35 (C)/ 36 (C)/ 37 (C)/ 38 (C)/ 39 (C)/ 40 (C)/ 41 (C)/ 42 (C)/ 43 (C)/ 44 (C)/ 45 (C)/ 46 (C)/ 47 (C)/ 48 (C)/ 49 (C)/ 50 (C)/ 51 (C)/ Date : 02/05/23 1to120 122to124 126to128 130to132 134to136 FX (kN) 0,21 0,03 0,03 -0,89 -0,02 -0,89 -0,02 -0,36 -0,06 -0,89 -0,02 0,34 0,36 -0,33 0,32 -0,33 0,32 0,07 0,30 -0,33 0,32 0,29 0,26 0,29 -0,40 0,24 -0,40 0,24 -0,01 0,22 -0,40 0,24 0,21 0,37 -1,01 0,28 -1,01 0,28 -0,22 0,24 -1,01 0,28 0,34 -1,04 0,25 -1,04 0,25 -0,25 0,20 -1,04 0,25 FY (kN) 0,22 0,03 0,03 0,00 -0,89 0,01 -0,89 -0,04 -0,36 0,00 -0,89 0,35 0,37 0,35 -0,32 0,35 -0,32 0,32 0,08 0,35 -0,32 0,30 0,27 0,30 0,27 -0,40 0,27 -0,40 0,24 -0,00 0,27 -0,40 0,22 0,38 0,33 -1,00 0,34 -1,00 0,27 -0,21 0,33 -1,00 0,35 0,30 -1,04 0,31 -1,04 0,24 -0,25 0,30 -1,04 FZ (kN) 2,92 0,46 0,46 -1,22 -1,32 -1,22 -1,32 -0,98 -1,05 -1,22 -1,32 4,63 4,98 3,72 3,65 3,72 3,65 3,90 3,85 3,72 3,65 3,95 3,61 3,95 2,69 2,62 2,70 2,62 2,88 2,83 2,69 2,62 2,92 5,12 2,59 2,45 2,60 2,45 2,96 2,86 2,59 2,45 4,63 2,11 1,97 2,12 1,97 2,48 2,38 2,11 1,97 Page : 19 MX (kNm) -0,00 0,00 0,00 -0,00 0,07 -0,00 0,07 -0,00 0,06 -0,00 0,07 -0,00 0,00 -0,00 0,05 -0,00 0,05 -0,00 0,04 -0,00 0,05 -0,00 0,00 0,00 -0,00 0,05 -0,00 0,05 -0,00 0,04 -0,00 0,05 -0,00 0,00 -0,00 0,11 -0,00 0,11 -0,00 0,08 -0,00 0,11 -0,00 -0,00 0,11 -0,00 0,11 -0,00 0,08 -0,00 0,11 MY (kNm) -0,00 -0,00 -0,00 -0,07 -0,00 -0,07 -0,00 -0,05 -0,00 -0,07 -0,00 -0,00 -0,00 -0,05 -0,01 -0,05 -0,01 -0,04 -0,00 -0,05 -0,01 -0,00 -0,00 -0,00 -0,05 -0,00 -0,05 -0,00 -0,04 -0,00 -0,05 -0,00 -0,00 -0,00 -0,10 -0,01 -0,10 -0,01 -0,08 -0,01 -0,10 -0,01 -0,00 -0,10 -0,01 -0,10 -0,01 -0,08 -0,01 -0,10 -0,01 MZ (kNm) 0,00 0,00 0,00 0,01 -0,01 0,01 -0,01 0,00 -0,00 0,01 -0,01 0,00 0,00 0,00 -0,00 0,00 -0,00 0,00 -0,00 0,00 -0,00 0,00 0,00 0,00 0,00 -0,00 0,00 -0,00 0,00 -0,00 0,00 -0,00 0,00 0,00 0,01 -0,01 0,01 -0,01 0,01 -0,01 0,01 -0,01 0,00 0,01 -0,01 0,01 -0,01 0,01 -0,01 0,01 -0,01 RSAP2023 Author: Gama Syahid Address: Jl. Sordang No.16, Ds. Tembeng, Desa Lenek Lauk 8/ 8/ 8/ 8/ 8/ 8/ 8/ 8/ 8/ 8/ 8/ 8/ 8/ 8/ 8/ 8/ 8/ 8/ 8/ 8/ 8/ 8/ 8/ 8/ 8/ 8/ 8/ 8/ 8/ 8/ 8/ 8/ 8/ 8/ 8/ 8/ 8/ 8/ 8/ 8/ 8/ 8/ 8/ 8/ 8/ 8/ 8/ 8/ 8/ 8/ 8/ 8/ 8/ 8/ 8/ 8/ 8/ 8/ 8/ 8/ 8/ 52 (C)/ 53 (C)/ 54 (C)/ 55 (C)/ 56 (C)/ 57 (C)/ 58 (C)/ 59 (C)/ 60 (C)/ 61 (C)/ 62 (C)/ 63 (C)/ 64 (C)/ 65 (C)/ 66 (C)/ 67 (C)/ 68 (C)/ 69 (C)/ 70 (C)/ 71 (C)/ 72 (C)/ 73 (C)/ 74 (C)/ 75 (C)/ 76 (C)/ 77 (C)/ 78 (C)/ 79 (C)/ 80 (C)/ 81 (C)/ 82 (C)/ 83 (C)/ 84 (C)/ 85 (C)/ 86 (C)/ 87 (C)/ 88 (C)/ 89 (C)/ 90 (C)/ 91 (C)/ 92 (C)/ 93 (C)/ 94 (C)/ 95 (C)/ 96 (C)/ 97 (C)/ 98 (C)/ 99 (C)/ 100 (C)/ 101 (C)/ 102 (C)/ 103 (C)/ 104 (C)/ 105 (C)/ 106 (C)/ 107 (C)/ 108 (C)/ 109 (C)/ 110 (C)/ 111 (C)/ 112 (C)/ Date : 02/05/23 0,30 -1,08 0,21 -1,08 0,21 -0,29 0,16 -1,08 0,21 0,26 -1,12 0,18 -1,12 0,18 -0,33 0,13 -1,12 0,18 0,25 0,26 -0,20 0,23 -0,20 0,23 0,07 0,22 -0,20 0,23 0,21 0,27 -0,65 0,21 -0,65 0,21 -0,12 0,18 -0,65 0,21 0,25 -0,67 0,19 -0,67 0,19 -0,15 0,16 -0,67 0,19 0,23 0,21 0,23 0,05 0,22 0,05 0,22 0,15 0,21 0,05 0,22 0,22 0,04 0,21 0,31 0,26 -1,08 0,26 -1,08 0,20 -0,29 0,26 -1,08 0,27 0,22 -1,12 0,23 -1,12 0,16 -0,32 0,22 -1,12 0,25 0,27 0,25 -0,19 0,26 -0,19 0,23 0,07 0,25 -0,19 0,22 0,28 0,25 -0,65 0,25 -0,65 0,20 -0,12 0,25 -0,65 0,25 0,22 -0,67 0,23 -0,67 0,18 -0,14 0,22 -0,67 0,24 0,22 0,24 0,23 0,05 0,23 0,05 0,22 0,16 0,23 0,05 0,23 0,22 0,04 File: Structure Water Tank Project: Structure Water Tank Marunda Post 4,09 1,57 1,43 1,58 1,43 1,93 1,83 1,57 1,43 3,61 1,09 0,95 1,10 0,95 1,45 1,35 1,09 0,95 3,38 3,61 2,77 2,72 2,77 2,72 2,89 2,86 2,77 2,72 2,92 3,70 2,02 1,93 2,03 1,93 2,26 2,20 2,02 1,93 3,38 1,70 1,61 1,71 1,61 1,94 1,88 1,70 1,61 3,15 2,92 3,15 2,82 2,80 2,82 2,80 2,87 2,85 2,82 2,80 3,02 2,68 2,66 Page : 20 0,00 -0,00 0,11 -0,00 0,11 -0,00 0,08 -0,00 0,11 0,00 -0,00 0,11 -0,00 0,11 -0,00 0,08 -0,00 0,11 -0,00 0,00 -0,00 0,04 -0,00 0,04 -0,00 0,03 -0,00 0,04 -0,00 0,00 -0,00 0,07 -0,00 0,07 -0,00 0,06 -0,00 0,07 -0,00 -0,00 0,07 -0,00 0,07 -0,00 0,06 -0,00 0,07 -0,00 -0,00 -0,00 -0,00 0,01 -0,00 0,01 -0,00 0,01 -0,00 0,01 -0,00 -0,00 0,01 -0,00 -0,10 -0,01 -0,10 -0,01 -0,08 -0,01 -0,10 -0,01 -0,00 -0,10 -0,01 -0,10 -0,01 -0,08 -0,00 -0,10 -0,01 -0,00 -0,00 -0,04 -0,00 -0,04 -0,00 -0,03 -0,00 -0,04 -0,00 -0,00 -0,00 -0,07 -0,01 -0,07 -0,01 -0,05 -0,00 -0,07 -0,01 -0,00 -0,07 -0,00 -0,07 -0,00 -0,05 -0,00 -0,07 -0,00 -0,00 -0,00 -0,00 -0,02 -0,00 -0,02 -0,00 -0,01 -0,00 -0,02 -0,00 -0,00 -0,02 -0,00 0,00 0,01 -0,01 0,01 -0,01 0,01 -0,01 0,01 -0,01 0,00 0,01 -0,01 0,01 -0,01 0,01 -0,01 0,01 -0,01 0,00 0,00 0,00 -0,00 0,00 -0,00 0,00 -0,00 0,00 -0,00 0,00 0,00 0,01 -0,01 0,01 -0,01 0,00 -0,00 0,01 -0,01 0,00 0,01 -0,01 0,01 -0,01 0,00 -0,00 0,01 -0,01 0,00 0,00 0,00 0,00 -0,00 0,00 -0,00 0,00 -0,00 0,00 -0,00 0,00 0,00 -0,00 RSAP2023 Author: Gama Syahid Address: Jl. Sordang No.16, Ds. Tembeng, Desa Lenek Lauk 8/ 8/ 8/ 8/ 8/ 8/ 8/ 8/ 8/ 8/ 8/ 8/ 8/ 8/ 8/ 8/ 8/ 8/ 8/ 8/ 9/ 9/ 9/ 9/ 9/ 9/ 9/ 9/ 9/ 9/ 9/ 9/ 9/ 9/ 9/ 9/ 9/ 9/ 9/ 9/ 9/ 9/ 9/ 9/ 9/ 9/ 9/ 9/ 9/ 9/ 9/ 9/ 9/ 9/ 9/ 9/ 9/ 9/ 9/ 9/ 9/ 113 (C)/ 114 (C)/ 115 (C)/ 116 (C)/ 117 (C)/ 118 (C)/ 119 (C)/ 120 (C)/ 122/ 123/ 124/ 126/ 127/ 128/ 130/ 131/ 132/ 134/ 135/ 136/ 1/ 2/ 3/ 4/ 5/ 6/ 7/ 8/ 9/ 10/ 11/ 12 (C)/ 13 (C)/ 14 (C)/ 15 (C)/ 16 (C)/ 17 (C)/ 18 (C)/ 19 (C)/ 20 (C)/ 21 (C)/ 22 (C)/ 23 (C)/ 24 (C)/ 25 (C)/ 26 (C)/ 27 (C)/ 28 (C)/ 29 (C)/ 30 (C)/ 31 (C)/ 32 (C)/ 33 (C)/ 34 (C)/ 35 (C)/ 36 (C)/ 37 (C)/ 38 (C)/ 39 (C)/ 40 (C)/ 41 (C)/ Date : 02/05/23 CQC CQC CQC CQC CQC CQC CQC CQC CQC CQC CQC CQC 0,04 0,21 0,14 0,20 0,04 0,21 0,22 0,21 0,11 0,05 0,00 0,11 0,05 0,00 0,11 0,05 0,00 0,11 0,05 0,00 -0,21 -0,03 -0,03 -0,11 -0,01 -0,12 -0,01 -0,42 0,03 -0,11 -0,01 -0,34 -0,36 -0,42 -0,35 -0,43 -0,35 -0,65 -0,31 -0,42 -0,35 -0,29 -0,26 -0,29 -0,35 -0,27 -0,35 -0,27 -0,57 -0,24 -0,35 -0,27 -0,21 -0,37 -0,49 -0,34 -0,50 -0,34 -0,95 -0,27 -0,49 0,22 0,04 0,21 0,15 0,22 0,04 0,23 0,22 0,02 0,13 0,00 0,02 0,13 0,00 0,02 0,13 0,00 0,02 0,13 0,00 0,22 0,03 0,03 0,19 -0,87 0,20 -0,87 0,11 -0,35 0,19 -0,87 0,35 0,37 0,49 -0,31 0,50 -0,31 0,43 0,09 0,49 -0,31 0,30 0,27 0,30 0,41 -0,38 0,42 -0,38 0,35 0,01 0,41 -0,38 0,22 0,38 0,62 -0,97 0,63 -0,97 0,49 -0,19 0,62 File: Structure Water Tank Project: Structure Water Tank Marunda Post 2,68 2,66 2,73 2,71 2,68 2,66 3,06 2,92 0,34 0,60 0,00 0,34 0,60 0,00 0,34 0,60 0,00 0,34 0,60 0,00 2,91 0,46 0,46 1,33 -1,16 1,34 -1,16 1,00 -0,94 1,33 -1,16 4,62 4,96 5,62 3,75 5,63 3,75 5,37 3,92 5,62 3,75 3,93 3,60 3,94 4,60 2,73 4,61 2,73 4,35 2,90 4,60 2,73 2,91 5,10 6,42 2,68 6,43 2,68 5,91 3,00 6,42 Page : 21 -0,00 0,01 -0,00 0,01 -0,00 0,01 -0,00 -0,00 0,00 0,05 0,00 0,00 0,05 0,00 0,00 0,05 0,00 0,00 0,05 0,00 -0,00 0,00 0,00 -0,00 0,07 -0,00 0,07 -0,00 0,05 -0,00 0,07 -0,00 -0,00 -0,00 0,05 -0,00 0,05 -0,00 0,04 -0,00 0,05 -0,00 -0,00 0,00 -0,00 0,05 -0,00 0,05 -0,00 0,04 -0,00 0,05 -0,00 -0,00 -0,00 0,10 -0,00 0,10 -0,00 0,08 -0,00 -0,02 -0,00 -0,01 -0,00 -0,02 -0,00 -0,00 -0,00 0,04 0,00 0,00 0,04 0,00 0,00 0,04 0,00 0,00 0,04 0,00 0,00 0,00 0,00 0,00 -0,06 -0,00 -0,06 -0,00 -0,05 -0,00 -0,06 -0,00 0,00 0,00 -0,05 -0,00 -0,05 -0,00 -0,04 -0,00 -0,05 -0,00 0,00 0,00 0,00 -0,05 -0,00 -0,05 -0,00 -0,04 -0,00 -0,05 -0,00 0,00 0,00 -0,09 -0,01 -0,09 -0,01 -0,07 -0,00 -0,09 0,00 -0,00 0,00 -0,00 0,00 -0,00 0,00 0,00 0,00 0,00 0,00 0,00 0,00 0,00 0,00 0,00 0,00 0,00 0,00 0,00 -0,00 0,00 0,00 0,00 0,01 0,00 0,01 0,00 0,00 0,00 0,01 -0,00 -0,00 0,00 0,00 0,00 0,00 0,00 0,00 0,00 0,00 -0,00 -0,00 -0,00 0,00 0,00 0,00 0,00 0,00 0,00 0,00 0,00 -0,00 -0,00 0,01 0,01 0,01 0,01 0,01 0,01 0,01 RSAP2023 Author: Gama Syahid Address: Jl. Sordang No.16, Ds. Tembeng, Desa Lenek Lauk 9/ 9/ 9/ 9/ 9/ 9/ 9/ 9/ 9/ 9/ 9/ 9/ 9/ 9/ 9/ 9/ 9/ 9/ 9/ 9/ 9/ 9/ 9/ 9/ 9/ 9/ 9/ 9/ 9/ 9/ 9/ 9/ 9/ 9/ 9/ 9/ 9/ 9/ 9/ 9/ 9/ 9/ 9/ 9/ 9/ 9/ 9/ 9/ 9/ 9/ 9/ 9/ 9/ 9/ 9/ 9/ 9/ 9/ 9/ 9/ 9/ 42 (C)/ 43 (C)/ 44 (C)/ 45 (C)/ 46 (C)/ 47 (C)/ 48 (C)/ 49 (C)/ 50 (C)/ 51 (C)/ 52 (C)/ 53 (C)/ 54 (C)/ 55 (C)/ 56 (C)/ 57 (C)/ 58 (C)/ 59 (C)/ 60 (C)/ 61 (C)/ 62 (C)/ 63 (C)/ 64 (C)/ 65 (C)/ 66 (C)/ 67 (C)/ 68 (C)/ 69 (C)/ 70 (C)/ 71 (C)/ 72 (C)/ 73 (C)/ 74 (C)/ 75 (C)/ 76 (C)/ 77 (C)/ 78 (C)/ 79 (C)/ 80 (C)/ 81 (C)/ 82 (C)/ 83 (C)/ 84 (C)/ 85 (C)/ 86 (C)/ 87 (C)/ 88 (C)/ 89 (C)/ 90 (C)/ 91 (C)/ 92 (C)/ 93 (C)/ 94 (C)/ 95 (C)/ 96 (C)/ 97 (C)/ 98 (C)/ 99 (C)/ 100 (C)/ 101 (C)/ 102 (C)/ Date : 02/05/23 -0,34 -0,34 -0,46 -0,31 -0,46 -0,31 -0,91 -0,24 -0,46 -0,31 -0,30 -0,42 -0,27 -0,42 -0,27 -0,87 -0,20 -0,42 -0,27 -0,26 -0,39 -0,23 -0,39 -0,23 -0,84 -0,16 -0,39 -0,23 -0,25 -0,26 -0,30 -0,25 -0,30 -0,25 -0,45 -0,23 -0,30 -0,25 -0,21 -0,27 -0,35 -0,25 -0,35 -0,25 -0,65 -0,20 -0,35 -0,25 -0,25 -0,33 -0,23 -0,33 -0,23 -0,63 -0,18 -0,33 -0,23 -0,23 -0,21 -0,23 -0,25 -0,97 0,35 0,59 -1,01 0,59 -1,01 0,46 -0,23 0,59 -1,01 0,31 0,54 -1,05 0,55 -1,05 0,42 -0,27 0,54 -1,05 0,27 0,51 -1,09 0,51 -1,09 0,38 -0,30 0,51 -1,09 0,25 0,27 0,35 -0,18 0,35 -0,18 0,31 0,08 0,35 -0,18 0,22 0,28 0,44 -0,63 0,44 -0,63 0,35 -0,11 0,44 -0,63 0,25 0,41 -0,65 0,42 -0,65 0,33 -0,13 0,41 -0,65 0,24 0,22 0,24 0,27 File: Structure Water Tank Project: Structure Water Tank Marunda Post 2,68 4,62 5,94 2,20 5,95 2,20 5,43 2,52 5,94 2,20 4,08 5,40 1,66 5,41 1,66 4,89 1,99 5,40 1,66 3,60 4,92 1,18 4,93 1,18 4,41 1,50 4,92 1,18 3,37 3,60 4,04 2,79 4,04 2,79 3,87 2,90 4,04 2,79 2,91 3,69 4,57 2,08 4,58 2,08 4,23 2,29 4,57 2,08 3,37 4,25 1,76 4,26 1,76 3,91 1,97 4,25 1,76 3,14 2,91 3,14 3,32 Page : 22 0,10 -0,00 -0,00 0,10 -0,00 0,10 -0,00 0,08 -0,00 0,10 0,00 -0,00 0,10 -0,00 0,10 -0,00 0,08 -0,00 0,10 -0,00 -0,00 0,10 -0,00 0,10 -0,00 0,08 -0,00 0,10 -0,00 -0,00 -0,00 0,03 -0,00 0,03 -0,00 0,02 -0,00 0,03 -0,00 -0,00 -0,00 0,06 -0,00 0,06 -0,00 0,05 -0,00 0,06 -0,00 -0,00 0,06 -0,00 0,06 -0,00 0,05 -0,00 0,06 -0,00 -0,00 -0,00 -0,00 -0,01 0,00 -0,09 -0,01 -0,09 -0,01 -0,07 -0,00 -0,09 -0,01 0,00 -0,09 -0,01 -0,09 -0,01 -0,07 -0,00 -0,09 -0,01 0,00 -0,09 -0,01 -0,09 -0,01 -0,07 -0,00 -0,09 -0,01 0,00 0,00 -0,03 -0,00 -0,03 -0,00 -0,02 -0,00 -0,03 -0,00 0,00 0,00 -0,06 -0,00 -0,06 -0,00 -0,05 -0,00 -0,06 -0,00 0,00 -0,06 -0,00 -0,06 -0,00 -0,05 -0,00 -0,06 -0,00 0,00 0,00 0,00 -0,01 0,01 -0,00 0,01 0,01 0,01 0,01 0,01 0,01 0,01 0,01 -0,00 0,01 0,01 0,01 0,01 0,01 0,01 0,01 0,01 -0,00 0,01 0,01 0,01 0,01 0,01 0,01 0,01 0,01 -0,00 -0,00 0,00 0,00 0,00 0,00 0,00 0,00 0,00 0,00 -0,00 -0,00 0,00 0,01 0,00 0,01 0,00 0,00 0,00 0,01 -0,00 0,00 0,01 0,00 0,01 0,00 0,00 0,00 0,01 -0,00 -0,00 -0,00 0,00 RSAP2023 Author: Gama Syahid Address: Jl. Sordang No.16, Ds. Tembeng, Desa Lenek Lauk 9/ 9/ 9/ 9/ 9/ 9/ 9/ 9/ 9/ 9/ 9/ 9/ 9/ 9/ 9/ 9/ 9/ 9/ 9/ 9/ 9/ 9/ 9/ 9/ 9/ 9/ 9/ 9/ 9/ 9/ 13/ 13/ 13/ 13/ 13/ 13/ 13/ 13/ 13/ 13/ 13/ 13/ 13/ 13/ 13/ 13/ 13/ 13/ 13/ 13/ 13/ 13/ 13/ 13/ 13/ 13/ 13/ 13/ 13/ 13/ 13/ 103 (C)/ 104 (C)/ 105 (C)/ 106 (C)/ 107 (C)/ 108 (C)/ 109 (C)/ 110 (C)/ 111 (C)/ 112 (C)/ 113 (C)/ 114 (C)/ 115 (C)/ 116 (C)/ 117 (C)/ 118 (C)/ 119 (C)/ 120 (C)/ 122/ 123/ 124/ 126/ 127/ 128/ 130/ 131/ 132/ 134/ 135/ 136/ 1/ 2/ 3/ 4/ 5/ 6/ 7/ 8/ 9/ 10/ 11/ 12 (C)/ 13 (C)/ 14 (C)/ 15 (C)/ 16 (C)/ 17 (C)/ 18 (C)/ 19 (C)/ 20 (C)/ 21 (C)/ 22 (C)/ 23 (C)/ 24 (C)/ 25 (C)/ 26 (C)/ 27 (C)/ 28 (C)/ 29 (C)/ 30 (C)/ 31 (C)/ Date : 02/05/23 CQC CQC CQC CQC CQC CQC CQC CQC CQC CQC CQC CQC -0,23 -0,25 -0,23 -0,31 -0,22 -0,25 -0,23 -0,22 -0,24 -0,22 -0,24 -0,22 -0,30 -0,21 -0,24 -0,22 -0,22 -0,21 0,10 0,03 0,00 0,10 0,03 0,00 0,10 0,03 0,00 0,10 0,03 0,00 -0,21 -0,03 -0,03 -0,11 -0,18 -0,11 -0,18 -0,41 -0,10 -0,11 -0,18 -0,34 -0,36 -0,42 -0,47 -0,42 -0,47 -0,65 -0,41 -0,42 -0,47 -0,29 -0,26 -0,29 -0,35 -0,40 -0,35 -0,40 -0,57 -0,34 -0,35 0,06 0,27 0,06 0,25 0,16 0,27 0,06 0,23 0,26 0,05 0,26 0,05 0,24 0,15 0,26 0,05 0,23 0,22 0,02 0,12 0,00 0,02 0,12 0,00 0,02 0,12 0,00 0,02 0,12 0,00 -0,22 -0,03 -0,03 -0,17 -0,11 -0,17 -0,11 -0,10 -0,41 -0,17 -0,11 -0,35 -0,37 -0,48 -0,43 -0,48 -0,43 -0,42 -0,66 -0,48 -0,43 -0,30 -0,27 -0,30 -0,40 -0,35 -0,40 -0,35 -0,34 -0,58 -0,40 File: Structure Water Tank Project: Structure Water Tank Marunda Post 2,82 3,32 2,82 3,25 2,86 3,32 2,82 3,00 3,18 2,68 3,18 2,68 3,11 2,73 3,18 2,68 3,05 2,91 0,34 0,49 0,00 0,34 0,49 0,00 0,34 0,49 0,00 0,34 0,49 0,00 2,91 0,46 0,46 1,29 1,28 1,28 1,28 0,97 0,96 1,29 1,28 4,62 4,96 5,59 5,58 5,58 5,58 5,35 5,34 5,59 5,58 3,93 3,60 3,94 4,57 4,56 4,56 4,56 4,33 4,32 4,57 Page : 23 0,01 -0,00 0,01 -0,00 0,01 -0,00 0,01 -0,00 -0,00 0,01 -0,00 0,01 -0,00 0,01 -0,00 0,01 -0,00 -0,00 0,00 0,05 0,00 0,00 0,05 0,00 0,00 0,05 0,00 0,00 0,05 0,00 0,00 -0,00 -0,00 -0,00 0,07 -0,00 0,07 -0,00 0,05 -0,00 0,07 0,00 0,00 -0,00 0,05 -0,00 0,05 -0,00 0,04 -0,00 0,05 0,00 0,00 -0,00 -0,00 0,05 -0,00 0,05 -0,00 0,04 -0,00 -0,00 -0,01 -0,00 -0,01 0,00 -0,01 -0,00 0,00 -0,01 -0,00 -0,01 -0,00 -0,01 -0,00 -0,01 -0,00 0,00 0,00 0,04 0,00 0,00 0,04 0,00 0,00 0,04 0,00 0,00 0,04 0,00 0,00 0,00 0,00 0,00 -0,06 0,00 -0,06 0,00 -0,05 0,00 -0,06 0,00 0,00 0,00 -0,05 0,00 -0,05 0,00 -0,04 0,00 -0,05 0,00 0,00 0,00 0,00 -0,05 0,00 -0,05 0,00 -0,04 0,00 -0,05 0,00 0,00 0,00 0,00 0,00 0,00 0,00 -0,00 0,00 0,00 0,00 0,00 0,00 0,00 0,00 0,00 -0,00 -0,00 0,00 0,00 0,00 0,00 0,00 0,00 0,00 0,00 0,00 0,00 0,00 0,00 0,00 -0,00 -0,00 -0,00 0,01 -0,00 0,01 -0,00 0,00 -0,00 0,01 0,00 0,00 -0,00 0,00 -0,00 0,00 -0,00 0,00 -0,00 0,00 0,00 0,00 0,00 -0,00 0,00 -0,00 0,00 -0,00 0,00 -0,00 RSAP2023 Author: Gama Syahid Address: Jl. Sordang No.16, Ds. Tembeng, Desa Lenek Lauk 13/ 13/ 13/ 13/ 13/ 13/ 13/ 13/ 13/ 13/ 13/ 13/ 13/ 13/ 13/ 13/ 13/ 13/ 13/ 13/ 13/ 13/ 13/ 13/ 13/ 13/ 13/ 13/ 13/ 13/ 13/ 13/ 13/ 13/ 13/ 13/ 13/ 13/ 13/ 13/ 13/ 13/ 13/ 13/ 13/ 13/ 13/ 13/ 13/ 13/ 13/ 13/ 13/ 13/ 13/ 13/ 13/ 13/ 13/ 13/ 13/ 32 (C)/ 33 (C)/ 34 (C)/ 35 (C)/ 36 (C)/ 37 (C)/ 38 (C)/ 39 (C)/ 40 (C)/ 41 (C)/ 42 (C)/ 43 (C)/ 44 (C)/ 45 (C)/ 46 (C)/ 47 (C)/ 48 (C)/ 49 (C)/ 50 (C)/ 51 (C)/ 52 (C)/ 53 (C)/ 54 (C)/ 55 (C)/ 56 (C)/ 57 (C)/ 58 (C)/ 59 (C)/ 60 (C)/ 61 (C)/ 62 (C)/ 63 (C)/ 64 (C)/ 65 (C)/ 66 (C)/ 67 (C)/ 68 (C)/ 69 (C)/ 70 (C)/ 71 (C)/ 72 (C)/ 73 (C)/ 74 (C)/ 75 (C)/ 76 (C)/ 77 (C)/ 78 (C)/ 79 (C)/ 80 (C)/ 81 (C)/ 82 (C)/ 83 (C)/ 84 (C)/ 85 (C)/ 86 (C)/ 87 (C)/ 88 (C)/ 89 (C)/ 90 (C)/ 91 (C)/ 92 (C)/ Date : 02/05/23 -0,40 -0,21 -0,37 -0,49 -0,60 -0,49 -0,60 -0,94 -0,47 -0,49 -0,60 -0,34 -0,46 -0,56 -0,46 -0,56 -0,91 -0,44 -0,46 -0,56 -0,30 -0,42 -0,52 -0,42 -0,52 -0,87 -0,40 -0,42 -0,52 -0,26 -0,38 -0,49 -0,38 -0,49 -0,83 -0,36 -0,38 -0,49 -0,25 -0,26 -0,30 -0,34 -0,30 -0,34 -0,45 -0,30 -0,30 -0,34 -0,21 -0,27 -0,35 -0,42 -0,35 -0,42 -0,65 -0,34 -0,35 -0,42 -0,25 -0,32 -0,40 -0,35 -0,22 -0,38 -0,59 -0,50 -0,59 -0,50 -0,48 -0,95 -0,59 -0,50 -0,35 -0,56 -0,46 -0,56 -0,46 -0,44 -0,92 -0,56 -0,46 -0,31 -0,52 -0,42 -0,51 -0,42 -0,40 -0,88 -0,52 -0,42 -0,27 -0,48 -0,39 -0,48 -0,39 -0,36 -0,84 -0,48 -0,39 -0,25 -0,27 -0,34 -0,31 -0,34 -0,31 -0,30 -0,46 -0,34 -0,31 -0,22 -0,28 -0,42 -0,35 -0,42 -0,35 -0,34 -0,66 -0,42 -0,35 -0,25 -0,39 -0,33 File: Structure Water Tank Project: Structure Water Tank Marunda Post 4,56 2,91 5,10 6,35 6,34 6,34 6,34 5,87 5,85 6,35 6,34 4,62 5,87 5,86 5,86 5,86 5,39 5,37 5,87 5,86 4,08 5,33 5,32 5,32 5,32 4,85 4,83 5,33 5,32 3,60 4,85 4,84 4,84 4,84 4,37 4,35 4,85 4,84 3,37 3,60 4,02 4,01 4,01 4,01 3,86 3,85 4,02 4,01 2,91 3,69 4,52 4,52 4,52 4,52 4,20 4,19 4,52 4,52 3,37 4,20 4,19 Page : 24 0,05 0,00 0,00 -0,00 0,10 -0,00 0,10 -0,00 0,08 -0,00 0,10 0,00 -0,00 0,10 -0,00 0,10 -0,00 0,08 -0,00 0,10 -0,00 -0,00 0,10 -0,00 0,10 -0,00 0,08 -0,00 0,10 0,00 -0,00 0,10 -0,00 0,10 -0,00 0,08 -0,00 0,10 0,00 0,00 -0,00 0,03 -0,00 0,03 -0,00 0,03 -0,00 0,03 0,00 0,00 -0,00 0,07 -0,00 0,07 -0,00 0,05 -0,00 0,07 0,00 -0,00 0,07 0,00 0,00 0,00 -0,09 0,00 -0,09 0,00 -0,07 0,00 -0,09 0,00 0,00 -0,09 0,00 -0,09 0,00 -0,07 0,00 -0,09 0,00 0,00 -0,09 0,00 -0,09 0,00 -0,07 0,00 -0,09 0,00 0,00 -0,09 0,00 -0,09 0,00 -0,07 0,00 -0,09 0,00 0,00 0,00 -0,03 0,00 -0,03 0,00 -0,02 0,00 -0,03 0,00 0,00 0,00 -0,06 0,00 -0,06 0,00 -0,05 0,00 -0,06 0,00 0,00 -0,06 0,00 0,00 0,00 0,00 -0,01 0,01 -0,01 0,01 -0,01 0,01 -0,01 0,01 0,00 -0,01 0,01 -0,01 0,01 -0,01 0,01 -0,01 0,01 0,00 -0,01 0,01 -0,01 0,01 -0,01 0,01 -0,01 0,01 0,00 -0,01 0,01 -0,01 0,01 -0,01 0,01 -0,01 0,01 0,00 0,00 -0,00 0,00 -0,00 0,00 -0,00 0,00 -0,00 0,00 0,00 0,00 -0,00 0,01 -0,00 0,01 -0,00 0,00 -0,00 0,01 0,00 -0,00 0,01 RSAP2023 Author: Gama Syahid Address: Jl. Sordang No.16, Ds. Tembeng, Desa Lenek Lauk 13/ 13/ 13/ 13/ 13/ 13/ 13/ 13/ 13/ 13/ 13/ 13/ 13/ 13/ 13/ 13/ 13/ 13/ 13/ 13/ 13/ 13/ 13/ 13/ 13/ 13/ 13/ 13/ 13/ 13/ 13/ 13/ 13/ 13/ 13/ 13/ 13/ 13/ 13/ 13/ 17/ 17/ 17/ 17/ 17/ 17/ 17/ 17/ 17/ 17/ 17/ 17/ 17/ 17/ 17/ 17/ 17/ 17/ 17/ 17/ 17/ 93 (C)/ 94 (C)/ 95 (C)/ 96 (C)/ 97 (C)/ 98 (C)/ 99 (C)/ 100 (C)/ 101 (C)/ 102 (C)/ 103 (C)/ 104 (C)/ 105 (C)/ 106 (C)/ 107 (C)/ 108 (C)/ 109 (C)/ 110 (C)/ 111 (C)/ 112 (C)/ 113 (C)/ 114 (C)/ 115 (C)/ 116 (C)/ 117 (C)/ 118 (C)/ 119 (C)/ 120 (C)/ 122/ 123/ 124/ 126/ 127/ 128/ 130/ 131/ 132/ 134/ 135/ 136/ 1/ 2/ 3/ 4/ 5/ 6/ 7/ 8/ 9/ 10/ 11/ 12 (C)/ 13 (C)/ 14 (C)/ 15 (C)/ 16 (C)/ 17 (C)/ 18 (C)/ 19 (C)/ 20 (C)/ 21 (C)/ Date : 02/05/23 CQC CQC CQC CQC CQC CQC CQC CQC CQC CQC CQC CQC -0,33 -0,40 -0,63 -0,31 -0,32 -0,40 -0,23 -0,21 -0,23 -0,25 -0,26 -0,25 -0,26 -0,31 -0,24 -0,25 -0,26 -0,22 -0,24 -0,25 -0,24 -0,25 -0,30 -0,23 -0,24 -0,25 -0,22 -0,21 0,10 0,03 0,00 0,10 0,03 0,00 0,10 0,03 0,00 0,10 0,03 0,00 0,21 0,03 0,03 -0,89 0,17 -0,89 0,17 -0,36 0,10 -0,89 0,17 0,34 0,36 -0,33 0,47 -0,33 0,47 0,07 0,41 -0,33 0,47 -0,39 -0,33 -0,32 -0,63 -0,39 -0,33 -0,24 -0,22 -0,24 -0,27 -0,25 -0,27 -0,25 -0,25 -0,31 -0,27 -0,25 -0,23 -0,26 -0,24 -0,26 -0,24 -0,24 -0,30 -0,26 -0,24 -0,23 -0,22 0,02 0,12 0,00 0,02 0,12 0,00 0,02 0,12 0,00 0,02 0,12 0,00 -0,22 -0,03 -0,03 0,02 -0,12 0,02 -0,12 0,05 -0,42 0,02 -0,12 -0,35 -0,37 -0,33 -0,44 -0,33 -0,44 -0,31 -0,67 -0,33 -0,44 File: Structure Water Tank Project: Structure Water Tank Marunda Post 4,20 4,19 3,88 3,87 4,20 4,19 3,14 2,91 3,14 3,31 3,31 3,31 3,31 3,24 3,24 3,31 3,31 3,00 3,17 3,17 3,17 3,17 3,11 3,10 3,17 3,17 3,05 2,91 0,34 0,49 0,00 0,34 0,49 0,00 0,34 0,49 0,00 0,34 0,49 0,00 2,92 0,46 0,46 -1,27 1,32 -1,28 1,32 -1,01 1,01 -1,27 1,32 4,63 4,98 3,68 5,63 3,67 5,63 3,88 5,39 3,68 5,63 Page : 25 -0,00 0,07 -0,00 0,05 -0,00 0,07 0,00 0,00 0,00 0,00 0,01 0,00 0,01 0,00 0,01 0,00 0,01 0,00 0,00 0,01 0,00 0,01 0,00 0,01 0,00 0,01 0,00 0,00 0,00 0,05 0,00 0,00 0,05 0,00 0,00 0,05 0,00 0,00 0,05 0,00 0,00 -0,00 -0,00 -0,00 0,07 -0,00 0,07 -0,00 0,06 -0,00 0,07 0,00 -0,00 -0,00 0,05 -0,00 0,05 -0,00 0,04 -0,00 0,05 -0,06 0,00 -0,05 0,00 -0,06 0,00 0,00 0,00 0,00 -0,01 0,00 -0,01 0,00 -0,01 0,00 -0,01 0,00 0,00 -0,01 0,00 -0,01 0,00 -0,01 0,00 -0,01 0,00 0,00 0,00 0,04 0,00 0,00 0,04 0,00 0,00 0,04 0,00 0,00 0,04 0,00 0,00 -0,00 -0,00 -0,00 -0,07 -0,00 -0,07 -0,00 -0,05 0,00 -0,07 -0,00 -0,00 -0,00 -0,05 -0,00 -0,05 -0,00 -0,04 -0,00 -0,05 -0,00 -0,00 0,01 -0,00 0,00 -0,00 0,01 0,00 0,00 0,00 -0,00 0,00 -0,00 0,00 -0,00 0,00 -0,00 0,00 0,00 -0,00 0,00 -0,00 0,00 -0,00 0,00 -0,00 0,00 0,00 0,00 0,00 0,00 0,00 0,00 0,00 0,00 0,00 0,00 0,00 0,00 0,00 0,00 -0,00 -0,00 -0,00 -0,00 -0,01 -0,00 -0,01 -0,00 -0,00 -0,00 -0,01 -0,00 -0,00 -0,00 -0,00 -0,00 -0,00 -0,00 -0,00 -0,00 -0,00 RSAP2023 Author: Gama Syahid Address: Jl. Sordang No.16, Ds. Tembeng, Desa Lenek Lauk 17/ 17/ 17/ 17/ 17/ 17/ 17/ 17/ 17/ 17/ 17/ 17/ 17/ 17/ 17/ 17/ 17/ 17/ 17/ 17/ 17/ 17/ 17/ 17/ 17/ 17/ 17/ 17/ 17/ 17/ 17/ 17/ 17/ 17/ 17/ 17/ 17/ 17/ 17/ 17/ 17/ 17/ 17/ 17/ 17/ 17/ 17/ 17/ 17/ 17/ 17/ 17/ 17/ 17/ 17/ 17/ 17/ 17/ 17/ 17/ 17/ 22 (C)/ 23 (C)/ 24 (C)/ 25 (C)/ 26 (C)/ 27 (C)/ 28 (C)/ 29 (C)/ 30 (C)/ 31 (C)/ 32 (C)/ 33 (C)/ 34 (C)/ 35 (C)/ 36 (C)/ 37 (C)/ 38 (C)/ 39 (C)/ 40 (C)/ 41 (C)/ 42 (C)/ 43 (C)/ 44 (C)/ 45 (C)/ 46 (C)/ 47 (C)/ 48 (C)/ 49 (C)/ 50 (C)/ 51 (C)/ 52 (C)/ 53 (C)/ 54 (C)/ 55 (C)/ 56 (C)/ 57 (C)/ 58 (C)/ 59 (C)/ 60 (C)/ 61 (C)/ 62 (C)/ 63 (C)/ 64 (C)/ 65 (C)/ 66 (C)/ 67 (C)/ 68 (C)/ 69 (C)/ 70 (C)/ 71 (C)/ 72 (C)/ 73 (C)/ 74 (C)/ 75 (C)/ 76 (C)/ 77 (C)/ 78 (C)/ 79 (C)/ 80 (C)/ 81 (C)/ 82 (C)/ Date : 02/05/23 0,29 0,26 0,29 -0,41 0,39 -0,41 0,39 -0,01 0,34 -0,41 0,39 0,21 0,37 -1,01 0,58 -1,01 0,58 -0,22 0,47 -1,01 0,58 0,34 -1,05 0,55 -1,05 0,55 -0,25 0,44 -1,05 0,55 0,30 -1,09 0,51 -1,09 0,51 -0,29 0,40 -1,09 0,51 0,26 -1,12 0,48 -1,12 0,48 -0,33 0,36 -1,12 0,48 0,25 0,26 -0,20 0,33 -0,20 0,33 0,07 0,30 -0,20 0,33 0,21 0,27 -0,65 -0,30 -0,27 -0,30 -0,26 -0,36 -0,26 -0,36 -0,23 -0,59 -0,26 -0,36 -0,22 -0,38 -0,31 -0,52 -0,30 -0,52 -0,25 -0,97 -0,31 -0,52 -0,35 -0,27 -0,48 -0,27 -0,48 -0,22 -0,93 -0,27 -0,48 -0,31 -0,23 -0,44 -0,23 -0,44 -0,18 -0,89 -0,23 -0,44 -0,27 -0,19 -0,40 -0,19 -0,40 -0,14 -0,86 -0,19 -0,40 -0,25 -0,27 -0,25 -0,32 -0,24 -0,32 -0,23 -0,47 -0,25 -0,32 -0,22 -0,28 -0,23 File: Structure Water Tank Project: Structure Water Tank Marunda Post 3,95 3,61 3,95 2,66 4,60 2,65 4,60 2,85 4,36 2,66 4,60 2,92 5,12 2,52 6,41 2,50 6,41 2,91 5,94 2,52 6,41 4,63 2,04 5,93 2,02 5,93 2,43 5,46 2,04 5,93 4,09 1,50 5,39 1,48 5,39 1,89 4,91 1,50 5,39 3,61 1,02 4,91 1,00 4,91 1,41 4,43 1,02 4,91 3,38 3,61 2,75 4,04 2,74 4,04 2,88 3,88 2,75 4,04 2,92 3,70 1,97 Page : 26 0,00 -0,00 -0,00 -0,00 0,05 -0,00 0,05 -0,00 0,04 -0,00 0,05 0,00 -0,00 -0,00 0,11 -0,00 0,11 -0,00 0,08 -0,00 0,11 0,00 -0,00 0,11 -0,00 0,11 -0,00 0,08 -0,00 0,11 -0,00 -0,00 0,11 -0,00 0,11 -0,00 0,08 -0,00 0,11 -0,00 -0,00 0,11 -0,00 0,11 -0,00 0,08 -0,00 0,11 0,00 -0,00 -0,00 0,04 -0,00 0,04 -0,00 0,03 -0,00 0,04 0,00 -0,00 -0,00 -0,00 -0,00 -0,00 -0,05 -0,00 -0,05 -0,00 -0,04 -0,00 -0,05 -0,00 -0,00 -0,00 -0,10 -0,00 -0,10 -0,00 -0,08 -0,00 -0,10 -0,00 -0,00 -0,10 -0,00 -0,10 -0,00 -0,08 -0,00 -0,10 -0,00 -0,00 -0,10 -0,00 -0,10 -0,00 -0,08 -0,00 -0,10 -0,00 -0,00 -0,10 -0,00 -0,10 -0,00 -0,08 -0,00 -0,10 -0,00 -0,00 -0,00 -0,04 -0,00 -0,04 -0,00 -0,03 -0,00 -0,04 -0,00 -0,00 -0,00 -0,07 -0,00 -0,00 -0,00 -0,00 -0,00 -0,00 -0,00 -0,00 -0,00 -0,00 -0,00 -0,00 -0,00 -0,01 -0,01 -0,01 -0,01 -0,01 -0,01 -0,01 -0,01 -0,00 -0,01 -0,01 -0,01 -0,01 -0,01 -0,01 -0,01 -0,01 -0,00 -0,01 -0,01 -0,01 -0,01 -0,01 -0,01 -0,01 -0,01 -0,00 -0,01 -0,01 -0,01 -0,01 -0,01 -0,01 -0,01 -0,01 -0,00 -0,00 -0,00 -0,00 -0,00 -0,00 -0,00 -0,00 -0,00 -0,00 -0,00 -0,00 -0,01 RSAP2023 Author: Gama Syahid Address: Jl. Sordang No.16, Ds. Tembeng, Desa Lenek Lauk 17/ 17/ 17/ 17/ 17/ 17/ 17/ 17/ 17/ 17/ 17/ 17/ 17/ 17/ 17/ 17/ 17/ 17/ 17/ 17/ 17/ 17/ 17/ 17/ 17/ 17/ 17/ 17/ 17/ 17/ 17/ 17/ 17/ 17/ 17/ 17/ 17/ 17/ 17/ 17/ 17/ 17/ 17/ 17/ 17/ 17/ 17/ 17/ 17/ 17/ 83 (C)/ 84 (C)/ 85 (C)/ 86 (C)/ 87 (C)/ 88 (C)/ 89 (C)/ 90 (C)/ 91 (C)/ 92 (C)/ 93 (C)/ 94 (C)/ 95 (C)/ 96 (C)/ 97 (C)/ 98 (C)/ 99 (C)/ 100 (C)/ 101 (C)/ 102 (C)/ 103 (C)/ 104 (C)/ 105 (C)/ 106 (C)/ 107 (C)/ 108 (C)/ 109 (C)/ 110 (C)/ 111 (C)/ 112 (C)/ 113 (C)/ 114 (C)/ 115 (C)/ 116 (C)/ 117 (C)/ 118 (C)/ 119 (C)/ 120 (C)/ 122/ 123/ 124/ 126/ 127/ 128/ 130/ 131/ 132/ 134/ 135/ 136/ 0,41 -0,65 0,41 -0,13 0,34 -0,65 0,41 0,25 -0,68 0,39 -0,68 0,39 -0,15 0,31 -0,68 0,39 0,23 0,21 0,23 0,04 0,26 0,04 0,26 0,15 0,24 0,04 0,26 0,22 0,04 0,25 0,04 0,25 0,14 0,23 0,04 0,25 0,22 0,21 0,11 0,05 0,00 0,11 0,05 0,00 0,11 0,05 0,00 0,11 0,05 0,00 -0,37 -0,23 -0,37 -0,19 -0,67 -0,23 -0,37 -0,25 -0,20 -0,34 -0,20 -0,34 -0,17 -0,64 -0,20 -0,34 -0,24 -0,22 -0,24 -0,23 -0,26 -0,23 -0,26 -0,22 -0,32 -0,23 -0,26 -0,23 -0,22 -0,25 -0,22 -0,25 -0,21 -0,31 -0,22 -0,25 -0,23 -0,22 0,02 0,13 0,00 0,02 0,13 0,00 0,02 0,13 0,00 0,02 0,13 0,00 4,57 1,96 4,57 2,23 4,25 1,97 4,57 3,38 1,65 4,25 1,64 4,25 1,91 3,93 1,65 4,25 3,15 2,92 3,15 2,81 3,33 2,81 3,33 2,86 3,26 2,81 3,33 3,02 2,67 3,19 2,67 3,19 2,72 3,13 2,67 3,19 3,06 2,92 0,34 0,60 0,00 0,34 0,60 0,00 0,34 0,60 0,00 0,34 0,60 0,00 0,07 -0,00 0,07 -0,00 0,06 -0,00 0,07 0,00 -0,00 0,07 -0,00 0,07 0,00 0,06 -0,00 0,07 0,00 0,00 0,00 0,00 0,01 0,00 0,01 0,00 0,01 0,00 0,01 0,00 0,00 0,01 0,00 0,01 0,00 0,01 0,00 0,01 0,00 0,00 0,00 0,05 0,00 0,00 0,05 0,00 0,00 0,05 0,00 0,00 0,05 0,00 -0,00 -0,07 -0,00 -0,05 -0,00 -0,07 -0,00 -0,00 -0,07 -0,00 -0,07 -0,00 -0,05 -0,00 -0,07 -0,00 -0,00 -0,00 -0,00 -0,02 -0,00 -0,02 -0,00 -0,01 -0,00 -0,02 -0,00 -0,00 -0,02 -0,00 -0,02 -0,00 -0,01 -0,00 -0,02 -0,00 -0,00 -0,00 0,04 0,00 0,00 0,04 0,00 0,00 0,04 0,00 0,00 0,04 0,00 0,00 -0,01 -0,00 -0,01 -0,00 -0,00 -0,01 -0,01 -0,00 -0,01 -0,01 -0,00 -0,01 -0,00 -0,00 -0,01 -0,01 -0,00 -0,00 -0,00 -0,00 -0,00 -0,00 -0,00 -0,00 -0,00 -0,00 -0,00 -0,00 -0,00 -0,00 -0,00 -0,00 -0,00 -0,00 -0,00 -0,00 -0,00 -0,00 0,00 0,00 0,00 0,00 0,00 0,00 0,00 0,00 0,00 0,00 0,00 0,00 0,00 0,00 0,00 0,00 1,21666e-14 -0,00 -0,00 0,00 -0,00 4,22785e-21 11,67 11,67 -11,67 0,00 0,00 -0,00 0,00 -0,00 -0,00 0,01 -0,01 0,00 0,00 -0,00 0,00 -0,00 CQC CQC CQC CQC CQC CQC CQC CQC CQC CQC CQC CQC Case Mode Sum of val. Sum of reac. Sum of forc. Check val. Precision 1 - DL1 Case Mode 2 - WIND1 Date : 02/05/23 File: Structure Water Tank Project: Structure Water Tank Marunda Post Page : 27 RSAP2023 Author: Gama Syahid Address: Jl. Sordang No.16, Ds. Tembeng, Desa Lenek Lauk Sum of val. Sum of reac. Sum of forc. Check val. Precision 0,00 0,00 0,00 0,00 1,51324e-14 Case Mode Sum of val. Sum of reac. Sum of forc. Check val. Precision 3 - LL1 Case 4 - Wind X+ 20 m/s (f =1.00) Simulation Mode Sum of val. Sum of reac. Sum of forc. Check val. Precision Case Mode Sum of val. Sum of reac. Sum of forc. Check val. Precision Case Mode Sum of val. Sum of reac. Sum of forc. Check val. Precision Case Mode Sum of val. Sum of reac. Sum of forc. Check val. Precision Case Date : 02/05/23 0,00 0,00 0,00 0,00 1,51324e-14 -2,00 -2,00 2,00 0,00 2,15879e-13 File: Structure Water Tank Project: Structure Water Tank Marunda Post -0,00 -0,00 -0,00 -0,00 2,07062e-20 1,83 1,83 -1,83 0,00 0,00 -0,00 0,00 -0,00 -0,00 0,00 0,00 0,00 0,00 -0,00 0,00 -0,00 -0,00 -0,00 -0,00 -0,00 2,07062e-20 1,83 1,83 -1,83 0,00 0,00 -0,00 0,00 -0,00 -0,00 0,00 0,00 0,00 0,00 -0,00 0,00 -0,00 0,04 0,04 -0,04 -0,00 1,96208e-24 0,13 0,13 -0,13 -0,00 -0,01 -0,08 0,08 0,00 -0,26 -4,27 4,27 0,00 0,00 -0,00 -0,00 -0,00 -2,00 -2,00 2,00 0,00 7,15911e-25 0,13 0,13 -0,13 0,00 0,27 4,25 -4,25 -0,00 -0,01 -0,10 0,10 -0,00 -0,00 0,00 -0,00 0,00 0,05 0,05 -0,05 -0,00 1,96852e-24 0,13 0,13 -0,13 -0,00 -0,01 -0,10 0,10 0,00 -0,26 -4,27 4,27 0,00 0,00 -0,00 -0,00 -0,00 -2,00 -2,00 2,00 0,00 7,15911e-25 0,13 0,13 -0,13 0,00 0,27 4,25 -4,25 -0,00 -0,01 -0,10 0,10 -0,00 -0,00 0,00 -0,00 0,00 5 - Wind Y+ 20 m/s (f =1.00) Simulation -0,05 -0,05 0,05 -0,00 2,21938e-12 6 - Wind X+ 20 m/s (f =1.00) Simulation (1) -2,01 -2,01 2,01 0,00 2,37940e-13 7 - Wind Y+ 20 m/s (f =1.00) Simulation (1) -0,05 -0,05 0,05 -0,00 2,21938e-12 8 - Wind X+ 20 m/s (f Page : 28 RSAP2023 Author: Gama Syahid Address: Jl. Sordang No.16, Ds. Tembeng, Desa Lenek Lauk File: Structure Water Tank Project: Structure Water Tank Marunda Post =1.00) Simulation (2) Mode Sum of val. Sum of reac. Sum of forc. Check val. Precision Case Mode Sum of val. Sum of reac. Sum of forc. Check val. Precision Case Mode Sum of val. Sum of reac. Sum of forc. Check val. Precision Case Mode Sum of val. Sum of reac. Sum of forc. Check val. Precision Case Mode Sum of val. Sum of reac. Sum of forc. Check val. Precision Case Mode Sum of val. Date : 02/05/23 -1,55 -1,55 1,55 0,00 2,34630e-13 0,02 0,02 -0,02 -0,00 1,95855e-24 -0,03 -0,03 0,03 -0,00 -0,00 -0,05 0,05 0,00 -0,20 -3,30 3,30 0,00 0,00 -0,00 0,00 -0,00 -1,55 -1,55 1,55 0,00 7,22853e-25 -0,03 -0,03 0,03 0,00 0,21 3,30 -3,30 -0,00 -0,00 -0,05 0,05 -0,00 -0,00 0,00 -0,00 0,00 0,04 0,04 -0,04 -0,00 1,96208e-24 0,13 0,13 -0,13 -0,00 -0,01 -0,08 0,08 0,00 -0,26 -4,27 4,27 0,00 0,00 -0,00 -0,00 -0,00 -2,00 -2,00 2,00 0,00 7,15911e-25 0,13 0,13 -0,13 0,00 0,27 4,25 -4,25 -0,00 -0,01 -0,10 0,10 -0,00 -0,00 0,00 -0,00 0,00 -0,00 -0,00 0,00 -0,00 3,67669e-20 18,51 18,51 -18,51 0,00 0,00 -0,00 0,00 -0,00 -0,00 0,02 -0,02 0,00 0,00 -0,00 0,00 -0,00 -0,00 19,88 0,00 -0,00 0,00 9 - Wind Y+ 20 m/s (f =1.00) Simulation (2) -0,02 -0,02 0,02 -0,00 3,58980e-12 10 - Wind X+ 20 m/s (f =1.00) Simulation (3) -2,00 -2,00 2,00 0,00 2,15879e-13 11 - Wind Y+ 20 m/s (f =1.00) Simulation (3) -0,05 -0,05 0,05 -0,00 2,21938e-12 12 ULS/1=1*1. 35 + 3*1.50 0,00 0,00 0,00 0,00 3,91236e-14 13 ULS/2=1*1. 35 + 3*1.50 + 2*0.75 0,00 Page : 29 RSAP2023 Author: Gama Syahid Address: Jl. Sordang No.16, Ds. Tembeng, Desa Lenek Lauk Sum of reac. Sum of forc. Check val. Precision Case Mode Sum of val. Sum of reac. Sum of forc. Check val. Precision Case Mode Sum of val. Sum of reac. Sum of forc. Check val. Precision Case Mode Sum of val. Sum of reac. Sum of forc. Check val. Precision Case Mode Sum of val. Sum of reac. Sum of forc. Check val. Precision Case Mode Sum of val. Sum of reac. Sum of forc. Check val. Precision Case Date : 02/05/23 0,00 0,00 0,00 5,04729e-14 File: Structure Water Tank Project: Structure Water Tank Marunda Post -0,00 0,00 -0,00 5,22966e-20 19,88 -19,88 0,00 -0,00 0,00 -0,00 0,02 -0,02 0,00 -0,00 0,00 -0,00 0,03 0,03 -0,03 -0,00 3,67684e-20 18,61 18,61 -18,61 0,00 -0,00 -0,06 0,06 0,00 -0,20 -3,18 3,18 0,00 0,00 -0,00 -0,00 -0,00 -1,50 -1,50 1,50 0,00 3,67674e-20 18,61 18,61 -18,61 0,00 0,21 3,19 -3,19 -0,00 -0,01 -0,06 0,06 0,00 -0,00 0,00 -0,00 0,00 0,04 0,04 -0,04 -0,00 3,67684e-20 18,60 18,60 -18,60 0,00 -0,00 -0,08 0,08 0,00 -0,20 -3,19 3,19 0,00 0,00 -0,00 -0,00 -0,00 -1,50 -1,50 1,50 0,00 3,67674e-20 18,61 18,61 -18,61 0,00 0,21 3,19 -3,19 -0,00 -0,01 -0,06 0,06 0,00 -0,00 0,00 -0,00 0,00 0,02 0,02 -0,02 -0,00 3,67684e-20 18,49 18,49 -18,49 0,00 -0,00 -0,04 0,04 0,00 -0,16 -2,46 2,46 0,00 0,00 -0,00 0,00 -0,00 14 ULS/3=1*1. 35 + 3*1.50 + 4*0.75 -1,50 -1,50 1,50 0,00 2,01033e-13 15 ULS/4=1*1. 35 + 3*1.50 + 5*0.75 -0,04 -0,04 0,04 0,00 1,70366e-12 16 ULS/5=1*1. 35 + 3*1.50 + 6*0.75 -1,51 -1,51 1,51 0,00 2,17579e-13 17 ULS/6=1*1. 35 + 3*1.50 + 7*0.75 -0,04 -0,04 0,04 0,00 1,70366e-12 18 ULS/7=1*1. 35 + 3*1.50 + 8*0.75 -1,16 -1,16 1,16 0,00 2,15096e-13 19 ULS/8=1*1. Page : 30 RSAP2023 Author: Gama Syahid Address: Jl. Sordang No.16, Ds. Tembeng, Desa Lenek Lauk File: Structure Water Tank Project: Structure Water Tank Marunda Post 35 + 3*1.50 + 9*0.75 Mode Sum of val. Sum of reac. Sum of forc. Check val. Precision Case Mode Sum of val. Sum of reac. Sum of forc. Check val. Precision Case Mode Sum of val. Sum of reac. Sum of forc. Check val. Precision Case Mode Sum of val. Sum of reac. Sum of forc. Check val. Precision Case Mode Sum of val. Sum of reac. Sum of forc. Check val. Precision Case Mode Sum of val. Sum of reac. Sum of forc. Check val. Precision Date : 02/05/23 -0,02 -0,02 0,02 0,00 2,73147e-12 -1,16 -1,16 1,16 0,00 3,67674e-20 18,49 18,49 -18,49 0,00 0,16 2,48 -2,48 -0,00 -0,01 -0,02 0,02 0,00 -0,00 0,00 -0,00 0,00 0,03 0,03 -0,03 -0,00 3,67684e-20 18,61 18,61 -18,61 0,00 -0,00 -0,06 0,06 0,00 -0,20 -3,18 3,18 0,00 0,00 -0,00 -0,00 -0,00 -1,50 -1,50 1,50 0,00 3,67674e-20 18,61 18,61 -18,61 0,00 0,21 3,19 -3,19 -0,00 -0,01 -0,06 0,06 0,00 -0,00 0,00 -0,00 0,00 -0,00 -0,00 0,00 -0,00 5,70760e-21 15,76 15,76 -15,76 0,00 0,00 -0,00 0,00 -0,00 -0,00 0,02 -0,02 0,00 0,00 -0,00 0,00 -0,00 -0,00 -0,00 0,00 -0,00 3,52872e-20 14,42 14,42 -14,42 0,00 0,00 -0,00 0,00 -0,00 -0,00 0,01 -0,01 0,00 0,00 -0,00 0,00 -0,00 -0,00 -0,00 0,00 -0,00 5,08168e-20 15,80 15,80 -15,80 0,00 0,00 -0,00 0,00 -0,00 -0,00 0,01 -0,01 0,00 0,00 -0,00 0,00 -0,00 20 ULS/9=1*1. 35 + 3*1.50 + 10*0.75 -1,50 -1,50 1,50 0,00 2,01033e-13 21 ULS/10=1*1 .35 + 3*1.50 + 11*0.75 -0,04 -0,04 0,04 0,00 1,70366e-12 22 ULS/11=1*1 .35 0,00 0,00 0,00 0,00 1,64249e-14 23 ULS/12=1*1 .00 + 3*1.50 0,00 0,00 0,00 0,00 3,48653e-14 24 ULS/13=1*1 .00 + 3*1.50 + 2*0.75 0,00 0,00 0,00 0,00 4,62146e-14 Page : 31 RSAP2023 Author: Gama Syahid Address: Jl. Sordang No.16, Ds. Tembeng, Desa Lenek Lauk Case Mode Sum of val. Sum of reac. Sum of forc. Check val. Precision Case Mode Sum of val. Sum of reac. Sum of forc. Check val. Precision Case Mode Sum of val. Sum of reac. Sum of forc. Check val. Precision Case Mode Sum of val. Sum of reac. Sum of forc. Check val. Precision Case Mode Sum of val. Sum of reac. Sum of forc. Check val. Precision Case Mode Sum of val. Sum of reac. Date : 02/05/23 File: Structure Water Tank Project: Structure Water Tank Marunda Post 25 ULS/14=1*1 .00 + 3*1.50 + 4*0.75 -1,50 -1,50 1,50 0,00 1,96775e-13 0,03 0,03 -0,03 -0,00 3,52886e-20 14,52 14,52 -14,52 0,00 -0,00 -0,06 0,06 0,00 -0,20 -3,19 3,19 0,00 0,00 -0,00 -0,00 -0,00 -1,50 -1,50 1,50 0,00 3,52877e-20 14,52 14,52 -14,52 0,00 0,21 3,19 -3,19 -0,00 -0,01 -0,06 0,06 0,00 -0,00 0,00 -0,00 0,00 0,04 0,04 -0,04 -0,00 3,52886e-20 14,52 14,52 -14,52 0,00 -0,00 -0,08 0,08 0,00 -0,20 -3,19 3,19 0,00 0,00 -0,00 -0,00 -0,00 -1,50 -1,50 1,50 0,00 3,52877e-20 14,52 14,52 -14,52 0,00 0,21 3,19 -3,19 -0,00 -0,01 -0,06 0,06 0,00 -0,00 0,00 -0,00 0,00 0,02 0,02 -0,02 -0,00 3,52886e-20 14,40 14,40 -14,40 0,00 -0,00 -0,04 0,04 0,00 -0,15 -2,46 2,46 0,00 0,00 -0,00 0,00 -0,00 -1,16 -1,16 14,40 14,40 0,16 2,48 -0,01 -0,02 -0,00 0,00 26 ULS/15=1*1 .00 + 3*1.50 + 5*0.75 -0,04 -0,04 0,04 0,00 1,69940e-12 27 ULS/16=1*1 .00 + 3*1.50 + 6*0.75 -1,51 -1,51 1,51 0,00 2,13321e-13 28 ULS/17=1*1 .00 + 3*1.50 + 7*0.75 -0,04 -0,04 0,04 0,00 1,69940e-12 29 ULS/18=1*1 .00 + 3*1.50 + 8*0.75 -1,16 -1,16 1,16 0,00 2,10838e-13 30 ULS/19=1*1 .00 + 3*1.50 + 9*0.75 -0,02 -0,02 Page : 32 RSAP2023 Author: Gama Syahid Address: Jl. Sordang No.16, Ds. Tembeng, Desa Lenek Lauk Sum of forc. Check val. Precision Case Mode Sum of val. Sum of reac. Sum of forc. Check val. Precision Case Mode Sum of val. Sum of reac. Sum of forc. Check val. Precision Case Mode Sum of val. Sum of reac. Sum of forc. Check val. Precision Case Mode Sum of val. Sum of reac. Sum of forc. Check val. Precision Case Mode Sum of val. Sum of reac. Sum of forc. Check val. Precision Case Date : 02/05/23 0,02 0,00 2,72722e-12 File: Structure Water Tank Project: Structure Water Tank Marunda Post 1,16 0,00 3,52877e-20 -14,40 0,00 -2,48 -0,00 0,02 0,00 -0,00 0,00 0,03 0,03 -0,03 -0,00 3,52886e-20 14,52 14,52 -14,52 0,00 -0,00 -0,06 0,06 0,00 -0,20 -3,19 3,19 0,00 0,00 -0,00 -0,00 -0,00 -1,50 -1,50 1,50 0,00 3,52877e-20 14,52 14,52 -14,52 0,00 0,21 3,19 -3,19 -0,00 -0,01 -0,06 0,06 0,00 -0,00 0,00 -0,00 0,00 -0,00 -0,00 0,00 -0,00 4,22785e-21 11,67 11,67 -11,67 0,00 0,00 -0,00 0,00 -0,00 -0,00 0,01 -0,01 0,00 0,00 -0,00 0,00 -0,00 -0,00 -0,00 0,00 -0,00 5,85084e-20 20,43 20,43 -20,43 0,00 0,00 -0,00 0,00 -0,00 -0,00 0,02 -0,02 0,00 0,00 -0,00 0,00 -0,00 0,06 0,06 -0,06 -0,00 2,74521e-20 17,88 17,88 -17,88 0,00 -0,01 -0,12 0,12 0,00 -0,40 -6,38 6,38 0,00 0,00 -0,00 -0,00 -0,00 31 ULS/20=1*1 .00 + 3*1.50 + 10*0.75 -1,50 -1,50 1,50 0,00 1,96775e-13 32 ULS/21=1*1 .00 + 3*1.50 + 11*0.75 -0,04 -0,04 0,04 0,00 1,69940e-12 33 ULS/22=1*1 .00 0,00 0,00 0,00 0,00 1,21666e-14 34 ULS/23=1*1 .35 + 3*1.05 + 2*1.50 0,00 0,00 0,00 0,00 5,50126e-14 35 ULS/24=1*1 .35 + 3*1.05 + 4*1.50 -3,01 -3,01 3,01 0,00 3,56133e-13 36 ULS/25=1*1 .35 + 3*1.05 + 5*1.50 Page : 33 RSAP2023 Author: Gama Syahid Address: Jl. Sordang No.16, Ds. Tembeng, Desa Lenek Lauk Mode Sum of val. Sum of reac. Sum of forc. Check val. Precision Case Mode Sum of val. Sum of reac. Sum of forc. Check val. Precision Case Mode Sum of val. Sum of reac. Sum of forc. Check val. Precision Case Mode Sum of val. Sum of reac. Sum of forc. Check val. Precision Case Mode Sum of val. Sum of reac. Sum of forc. Check val. Precision Case Mode Sum of val. Sum of reac. Sum of forc. Check val. Precision Date : 02/05/23 -0,07 -0,07 0,07 0,00 3,36138e-12 File: Structure Water Tank Project: Structure Water Tank Marunda Post -2,99 -2,99 2,99 0,00 2,74502e-20 17,88 17,88 -17,88 0,00 0,41 6,38 -6,38 -0,00 -0,01 -0,13 0,13 0,00 -0,00 0,00 -0,00 0,00 0,07 0,07 -0,07 -0,00 2,74521e-20 17,88 17,88 -17,88 0,00 -0,01 -0,15 0,15 0,00 -0,40 -6,39 6,39 0,00 0,00 -0,00 -0,00 -0,00 -2,99 -2,99 2,99 0,00 2,74502e-20 17,88 17,88 -17,88 0,00 0,41 6,38 -6,38 -0,00 -0,01 -0,13 0,13 0,00 -0,00 0,00 -0,00 0,00 0,04 0,04 -0,04 -0,00 2,74520e-20 17,65 17,65 -17,65 0,00 -0,01 -0,08 0,08 0,00 -0,31 -4,93 4,93 0,00 0,00 -0,00 0,00 -0,00 -2,33 -2,33 2,33 0,00 2,74502e-20 17,65 17,65 -17,65 0,00 0,32 4,95 -4,95 -0,00 -0,01 -0,05 0,05 0,00 -0,00 0,00 -0,00 0,00 0,06 0,06 -0,06 -0,00 2,74521e-20 17,88 17,88 -17,88 0,00 -0,01 -0,12 0,12 0,00 -0,40 -6,38 6,38 0,00 0,00 -0,00 -0,00 -0,00 37 ULS/26=1*1 .35 + 3*1.05 + 6*1.50 -3,01 -3,01 3,01 0,00 3,89225e-13 38 ULS/27=1*1 .35 + 3*1.05 + 7*1.50 -0,07 -0,07 0,07 0,00 3,36138e-12 39 ULS/28=1*1 .35 + 3*1.05 + 8*1.50 -2,32 -2,32 2,32 0,00 3,84259e-13 40 ULS/29=1*1 .35 + 3*1.05 + 9*1.50 -0,03 -0,03 0,03 0,00 5,41702e-12 41 ULS/30=1*1 .35 + 3*1.05 + 10*1.50 -3,01 -3,01 3,01 0,00 3,56133e-13 Page : 34 RSAP2023 Author: Gama Syahid Address: Jl. Sordang No.16, Ds. Tembeng, Desa Lenek Lauk Case Mode Sum of val. Sum of reac. Sum of forc. Check val. Precision Case Mode Sum of val. Sum of reac. Sum of forc. Check val. Precision Case Mode Sum of val. Sum of reac. Sum of forc. Check val. Precision Case Mode Sum of val. Sum of reac. Sum of forc. Check val. Precision Case Mode Sum of val. Sum of reac. Sum of forc. Check val. Precision Case Mode Sum of val. Sum of reac. Sum of forc. Check val. Precision Case Date : 02/05/23 File: Structure Water Tank Project: Structure Water Tank Marunda Post 42 ULS/31=1*1 .35 + 3*1.05 + 11*1.50 -0,07 -0,07 0,07 0,00 3,36138e-12 -2,99 -2,99 2,99 0,00 2,74502e-20 17,88 17,88 -17,88 0,00 0,41 6,38 -6,38 -0,00 -0,01 -0,13 0,13 0,00 -0,00 0,00 -0,00 0,00 -0,00 -0,00 0,00 -0,00 3,67669e-20 18,51 18,51 -18,51 0,00 0,00 -0,00 0,00 -0,00 -0,00 0,02 -0,02 0,00 0,00 -0,00 0,00 -0,00 0,06 0,06 -0,06 -0,00 5,71054e-21 15,95 15,95 -15,95 0,00 -0,01 -0,12 0,12 0,00 -0,40 -6,38 6,38 0,00 0,00 -0,00 -0,00 -0,00 -2,99 -2,99 2,99 0,00 5,70867e-21 15,95 15,95 -15,95 0,00 0,41 6,38 -6,38 -0,00 -0,01 -0,13 0,13 0,00 -0,00 0,00 -0,00 0,00 0,07 0,07 -0,07 -0,00 5,71055e-21 15,95 15,95 -15,95 0,00 -0,01 -0,15 0,15 0,00 -0,40 -6,39 6,39 0,00 0,00 -0,00 -0,00 -0,00 -2,99 -2,99 2,99 0,00 5,70867e-21 15,95 15,95 -15,95 0,00 0,41 6,38 -6,38 -0,00 -0,01 -0,13 0,13 0,00 -0,00 0,00 -0,00 0,00 43 ULS/32=1*1 .35 + 2*1.50 0,00 0,00 0,00 0,00 3,91236e-14 44 ULS/33=1*1 .35 + 4*1.50 -3,01 -3,01 3,01 0,00 3,40244e-13 45 ULS/34=1*1 .35 + 5*1.50 -0,07 -0,07 0,07 -0,00 3,34549e-12 46 ULS/35=1*1 .35 + 6*1.50 -3,01 -3,01 3,01 0,00 3,73336e-13 47 ULS/36=1*1 .35 + 7*1.50 -0,07 -0,07 0,07 -0,00 3,34549e-12 48 - Page : 35 RSAP2023 Author: Gama Syahid Address: Jl. Sordang No.16, Ds. Tembeng, Desa Lenek Lauk File: Structure Water Tank Project: Structure Water Tank Marunda Post ULS/37=1*1 .35 + 8*1.50 Mode Sum of val. Sum of reac. Sum of forc. Check val. Precision Case Mode Sum of val. Sum of reac. Sum of forc. Check val. Precision Case Mode Sum of val. Sum of reac. Sum of forc. Check val. Precision Case Mode Sum of val. Sum of reac. Sum of forc. Check val. Precision Case Mode Sum of val. Sum of reac. Sum of forc. Check val. Precision Case Mode Sum of val. Sum of reac. Sum of forc. Check val. Precision Date : 02/05/23 -2,32 -2,32 2,32 0,00 3,68370e-13 0,04 0,04 -0,04 -0,00 5,71053e-21 15,72 15,72 -15,72 0,00 -0,01 -0,08 0,08 0,00 -0,31 -4,93 4,93 0,00 0,00 -0,00 0,00 -0,00 -2,33 -2,33 2,33 0,00 5,70868e-21 15,72 15,72 -15,72 0,00 0,32 4,95 -4,95 -0,00 -0,01 -0,05 0,05 0,00 -0,00 0,00 -0,00 0,00 0,06 0,06 -0,06 -0,00 5,71054e-21 15,95 15,95 -15,95 0,00 -0,01 -0,12 0,12 0,00 -0,40 -6,38 6,38 0,00 0,00 -0,00 -0,00 -0,00 -2,99 -2,99 2,99 0,00 5,70867e-21 15,95 15,95 -15,95 0,00 0,41 6,38 -6,38 -0,00 -0,01 -0,13 0,13 0,00 -0,00 0,00 -0,00 0,00 -0,00 -0,00 0,00 -0,00 5,70287e-20 16,35 16,35 -16,35 0,00 0,00 -0,00 0,00 -0,00 -0,00 0,01 -0,01 0,00 0,00 -0,00 0,00 -0,00 0,06 0,06 -0,06 -0,00 2,59723e-20 13,79 13,79 -13,79 0,00 -0,01 -0,12 0,12 0,00 -0,39 -6,39 6,39 0,00 0,00 -0,00 -0,00 -0,00 49 ULS/38=1*1 .35 + 9*1.50 -0,03 -0,03 0,03 0,00 5,40113e-12 50 ULS/39=1*1 .35 + 10*1.50 -3,01 -3,01 3,01 0,00 3,40244e-13 51 ULS/40=1*1 .35 + 11*1.50 -0,07 -0,07 0,07 -0,00 3,34549e-12 52 ULS/41=1*1 .00 + 3*1.05 + 2*1.50 0,00 0,00 0,00 0,00 5,07543e-14 53 ULS/42=1*1 .00 + 3*1.05 + 4*1.50 -3,01 -3,01 3,01 0,00 3,51875e-13 Page : 36 RSAP2023 Author: Gama Syahid Address: Jl. Sordang No.16, Ds. Tembeng, Desa Lenek Lauk Case Mode Sum of val. Sum of reac. Sum of forc. Check val. Precision Case Mode Sum of val. Sum of reac. Sum of forc. Check val. Precision Case Mode Sum of val. Sum of reac. Sum of forc. Check val. Precision Case Mode Sum of val. Sum of reac. Sum of forc. Check val. Precision Case Mode Sum of val. Sum of reac. Sum of forc. Check val. Precision Case Mode Sum of val. Date : 02/05/23 File: Structure Water Tank Project: Structure Water Tank Marunda Post 54 ULS/43=1*1 .00 + 3*1.05 + 5*1.50 -0,07 -0,07 0,07 -0,00 3,35712e-12 -2,99 -2,99 2,99 0,00 2,59704e-20 13,79 13,79 -13,79 0,00 0,41 6,38 -6,38 -0,00 -0,01 -0,14 0,14 -0,00 -0,00 0,00 -0,00 0,00 0,07 0,07 -0,07 -0,00 2,59723e-20 13,79 13,79 -13,79 0,00 -0,01 -0,15 0,15 0,00 -0,39 -6,40 6,40 0,00 0,00 -0,00 -0,00 -0,00 -2,99 -2,99 2,99 0,00 2,59704e-20 13,79 13,79 -13,79 0,00 0,41 6,38 -6,38 -0,00 -0,01 -0,14 0,14 -0,00 -0,00 0,00 -0,00 0,00 0,04 0,04 -0,04 -0,00 2,59723e-20 13,56 13,56 -13,56 0,00 -0,01 -0,08 0,08 0,00 -0,31 -4,94 4,94 0,00 0,00 -0,00 0,00 -0,00 -2,33 -2,33 2,33 0,00 2,59704e-20 13,56 13,56 -13,56 0,00 0,32 4,95 -4,95 -0,00 -0,01 -0,06 0,06 0,00 -0,00 0,00 -0,00 0,00 0,06 13,79 -0,01 -0,39 0,00 55 ULS/44=1*1 .00 + 3*1.05 + 6*1.50 -3,01 -3,01 3,01 0,00 3,84966e-13 56 ULS/45=1*1 .00 + 3*1.05 + 7*1.50 -0,07 -0,07 0,07 -0,00 3,35712e-12 57 ULS/46=1*1 .00 + 3*1.05 + 8*1.50 -2,32 -2,32 2,32 0,00 3,80001e-13 58 ULS/47=1*1 .00 + 3*1.05 + 9*1.50 -0,03 -0,03 0,03 0,00 5,41276e-12 59 ULS/48=1*1 .00 + 3*1.05 + 10*1.50 -3,01 Page : 37 RSAP2023 Author: Gama Syahid Address: Jl. Sordang No.16, Ds. Tembeng, Desa Lenek Lauk Sum of reac. Sum of forc. Check val. Precision Case Mode Sum of val. Sum of reac. Sum of forc. Check val. Precision Case Mode Sum of val. Sum of reac. Sum of forc. Check val. Precision Case Mode Sum of val. Sum of reac. Sum of forc. Check val. Precision Case Mode Sum of val. Sum of reac. Sum of forc. Check val. Precision Case Mode Sum of val. Sum of reac. Sum of forc. Check val. Precision Case Mode Sum of val. Sum of reac. Date : 02/05/23 -3,01 3,01 0,00 3,51875e-13 File: Structure Water Tank Project: Structure Water Tank Marunda Post 0,06 -0,06 -0,00 2,59723e-20 13,79 -13,79 0,00 -0,12 0,12 0,00 -6,39 6,39 0,00 -0,00 -0,00 -0,00 -2,99 -2,99 2,99 0,00 2,59704e-20 13,79 13,79 -13,79 0,00 0,41 6,38 -6,38 -0,00 -0,01 -0,14 0,14 -0,00 -0,00 0,00 -0,00 0,00 -0,00 -0,00 0,00 -0,00 3,52872e-20 14,42 14,42 -14,42 0,00 0,00 -0,00 0,00 -0,00 -0,00 0,01 -0,01 0,00 0,00 -0,00 0,00 -0,00 0,06 0,06 -0,06 -0,00 4,23079e-21 11,87 11,87 -11,87 0,00 -0,01 -0,12 0,12 0,00 -0,39 -6,39 6,39 0,00 0,00 -0,00 -0,00 -0,00 -2,99 -2,99 2,99 0,00 4,22892e-21 11,87 11,87 -11,87 0,00 0,41 6,38 -6,38 -0,00 -0,01 -0,14 0,14 -0,00 -0,00 0,00 -0,00 0,00 0,07 0,07 -0,07 -0,00 4,23080e-21 11,87 11,87 -11,87 0,00 -0,01 -0,15 0,15 0,00 -0,39 -6,40 6,40 0,00 0,00 -0,00 -0,00 -0,00 -2,99 -2,99 11,87 11,87 0,41 6,38 -0,01 -0,14 -0,00 0,00 60 ULS/49=1*1 .00 + 3*1.05 + 11*1.50 -0,07 -0,07 0,07 -0,00 3,35712e-12 61 ULS/50=1*1 .00 + 2*1.50 0,00 0,00 0,00 0,00 3,48653e-14 62 ULS/51=1*1 .00 + 4*1.50 -3,01 -3,01 3,01 0,00 3,35986e-13 63 ULS/52=1*1 .00 + 5*1.50 -0,07 -0,07 0,07 -0,00 3,34123e-12 64 ULS/53=1*1 .00 + 6*1.50 -3,01 -3,01 3,01 0,00 3,69077e-13 65 ULS/54=1*1 .00 + 7*1.50 -0,07 -0,07 Page : 38 RSAP2023 Author: Gama Syahid Address: Jl. Sordang No.16, Ds. Tembeng, Desa Lenek Lauk Sum of forc. Check val. Precision Case Mode Sum of val. Sum of reac. Sum of forc. Check val. Precision Case Mode Sum of val. Sum of reac. Sum of forc. Check val. Precision Case Mode Sum of val. Sum of reac. Sum of forc. Check val. Precision Case Mode Sum of val. Sum of reac. Sum of forc. Check val. Precision Case Mode Sum of val. Sum of reac. Sum of forc. Check val. Precision Case Date : 02/05/23 0,07 -0,00 3,34123e-12 File: Structure Water Tank Project: Structure Water Tank Marunda Post 2,99 0,00 4,22892e-21 -11,87 0,00 -6,38 -0,00 0,14 -0,00 -0,00 0,00 0,04 0,04 -0,04 -0,00 4,23079e-21 11,64 11,64 -11,64 0,00 -0,01 -0,08 0,08 0,00 -0,31 -4,94 4,94 0,00 0,00 -0,00 0,00 -0,00 -2,33 -2,33 2,33 0,00 4,22893e-21 11,64 11,64 -11,64 0,00 0,32 4,95 -4,95 -0,00 -0,01 -0,06 0,06 -0,00 -0,00 0,00 -0,00 0,00 0,06 0,06 -0,06 -0,00 4,23079e-21 11,87 11,87 -11,87 0,00 -0,01 -0,12 0,12 0,00 -0,39 -6,39 6,39 0,00 0,00 -0,00 -0,00 -0,00 -2,99 -2,99 2,99 0,00 4,22892e-21 11,87 11,87 -11,87 0,00 0,41 6,38 -6,38 -0,00 -0,01 -0,14 0,14 -0,00 -0,00 0,00 -0,00 0,00 -0,00 -0,00 0,00 -0,00 2,49341e-20 13,51 13,51 -13,51 0,00 0,00 -0,00 0,00 -0,00 -0,00 0,01 -0,01 0,00 0,00 -0,00 0,00 -0,00 66 ULS/55=1*1 .00 + 8*1.50 -2,32 -2,32 2,32 0,00 3,64111e-13 67 ULS/56=1*1 .00 + 9*1.50 -0,03 -0,03 0,03 -0,00 5,39687e-12 68 ULS/57=1*1 .00 + 10*1.50 -3,01 -3,01 3,01 0,00 3,35986e-13 69 ULS/58=1*1 .00 + 11*1.50 -0,07 -0,07 0,07 -0,00 3,34123e-12 70 SLS:CHR/1 =1*1.00 + 3*1.00 0,00 0,00 0,00 0,00 2,72990e-14 71 SLS:CHR/2 =1*1.00 + 3*1.00 + 2*0.50 Page : 39 RSAP2023 Author: Gama Syahid Address: Jl. Sordang No.16, Ds. Tembeng, Desa Lenek Lauk Mode Sum of val. Sum of reac. Sum of forc. Check val. Precision Case Mode Sum of val. Sum of reac. Sum of forc. Check val. Precision Case Mode Sum of val. Sum of reac. Sum of forc. Check val. Precision Case Mode Sum of val. Sum of reac. Sum of forc. Check val. Precision Case Mode Sum of val. Sum of reac. Sum of forc. Check val. Precision Case Mode Sum of val. Date : 02/05/23 0,00 0,00 0,00 0,00 3,48653e-14 File: Structure Water Tank Project: Structure Water Tank Marunda Post -0,00 -0,00 0,00 -0,00 3,52872e-20 14,42 14,42 -14,42 0,00 0,00 -0,00 0,00 -0,00 -0,00 0,01 -0,01 0,00 0,00 -0,00 0,00 -0,00 0,02 0,02 -0,02 -0,00 2,49350e-20 13,57 13,57 -13,57 0,00 -0,00 -0,04 0,04 0,00 -0,13 -2,12 2,12 0,00 0,00 -0,00 -0,00 -0,00 -1,00 -1,00 1,00 0,00 2,49344e-20 13,57 13,57 -13,57 0,00 0,14 2,13 -2,13 -0,00 -0,01 -0,04 0,04 0,00 -0,00 0,00 -0,00 0,00 0,02 0,02 -0,02 -0,00 2,49350e-20 13,57 13,57 -13,57 0,00 -0,00 -0,05 0,05 0,00 -0,13 -2,12 2,12 0,00 0,00 -0,00 -0,00 -0,00 -1,00 -1,00 1,00 0,00 2,49344e-20 13,57 13,57 -13,57 0,00 0,14 2,13 -2,13 -0,00 -0,01 -0,04 0,04 0,00 -0,00 0,00 -0,00 0,00 0,01 13,49 -0,00 -0,10 0,00 72 SLS:CHR/3 =1*1.00 + 3*1.00 + 4*0.50 -1,00 -1,00 1,00 0,00 1,35239e-13 73 SLS:CHR/4 =1*1.00 + 3*1.00 + 5*0.50 -0,02 -0,02 0,02 0,00 1,13699e-12 74 SLS:CHR/5 =1*1.00 + 3*1.00 + 6*0.50 -1,00 -1,00 1,00 0,00 1,46269e-13 75 SLS:CHR/6 =1*1.00 + 3*1.00 + 7*0.50 -0,02 -0,02 0,02 0,00 1,13699e-12 76 SLS:CHR/7 =1*1.00 + 3*1.00 + 8*0.50 -0,77 Page : 40 RSAP2023 Author: Gama Syahid Address: Jl. Sordang No.16, Ds. Tembeng, Desa Lenek Lauk Sum of reac. Sum of forc. Check val. Precision Case Mode Sum of val. Sum of reac. Sum of forc. Check val. Precision Case Mode Sum of val. Sum of reac. Sum of forc. Check val. Precision Case Mode Sum of val. Sum of reac. Sum of forc. Check val. Precision Case Mode Sum of val. Sum of reac. Sum of forc. Check val. Precision Case Mode Sum of val. Sum of reac. Sum of forc. Check val. Precision Date : 02/05/23 -0,77 0,77 0,00 1,44614e-13 File: Structure Water Tank Project: Structure Water Tank Marunda Post 0,01 -0,01 -0,00 2,49350e-20 13,49 -13,49 0,00 -0,03 0,03 0,00 -1,64 1,64 0,00 -0,00 0,00 -0,00 -0,78 -0,78 0,78 0,00 2,49344e-20 13,49 13,49 -13,49 0,00 0,11 1,65 -1,65 -0,00 -0,00 -0,01 0,01 0,00 -0,00 0,00 -0,00 0,00 0,02 0,02 -0,02 -0,00 2,49350e-20 13,57 13,57 -13,57 0,00 -0,00 -0,04 0,04 0,00 -0,13 -2,12 2,12 0,00 0,00 -0,00 -0,00 -0,00 -1,00 -1,00 1,00 0,00 2,49344e-20 13,57 13,57 -13,57 0,00 0,14 2,13 -2,13 -0,00 -0,01 -0,04 0,04 0,00 -0,00 0,00 -0,00 0,00 -0,00 -0,00 0,00 -0,00 4,22785e-21 11,67 11,67 -11,67 0,00 0,00 -0,00 0,00 -0,00 -0,00 0,01 -0,01 0,00 0,00 -0,00 0,00 -0,00 -0,00 -0,00 0,00 -0,00 3,94284e-20 14,79 14,79 -14,79 0,00 0,00 -0,00 0,00 -0,00 -0,00 0,01 -0,01 0,00 0,00 -0,00 0,00 -0,00 77 SLS:CHR/8 =1*1.00 + 3*1.00 + 9*0.50 -0,01 -0,01 0,01 0,00 1,82220e-12 78 SLS:CHR/9 =1*1.00 + 3*1.00 + 10*0.50 -1,00 -1,00 1,00 0,00 1,35239e-13 79 SLS:CHR/1 0=1*1.00 + 3*1.00 + 11*0.50 -0,02 -0,02 0,02 0,00 1,13699e-12 80 SLS:CHR/1 1=1*1.00 0,00 0,00 0,00 0,00 1,21666e-14 81 SLS:CHR/1 2=1*1.00 + 3*0.70 + 2*1.00 0,00 0,00 0,00 0,00 3,78917e-14 Page : 41 RSAP2023 Author: Gama Syahid Address: Jl. Sordang No.16, Ds. Tembeng, Desa Lenek Lauk Case Mode Sum of val. Sum of reac. Sum of forc. Check val. Precision Case Mode Sum of val. Sum of reac. Sum of forc. Check val. Precision Case Mode Sum of val. Sum of reac. Sum of forc. Check val. Precision Case Mode Sum of val. Sum of reac. Sum of forc. Check val. Precision Case Mode Sum of val. Sum of reac. Sum of forc. Check val. Precision Case Date : 02/05/23 File: Structure Water Tank Project: Structure Water Tank Marunda Post 82 SLS:CHR/1 3=1*1.00 + 3*0.70 + 4*1.00 -2,00 -2,00 2,00 0,00 2,38639e-13 0,04 0,04 -0,04 -0,00 1,87242e-20 13,09 13,09 -13,09 0,00 -0,01 -0,08 0,08 0,00 -0,26 -4,25 4,25 0,00 0,00 -0,00 -0,00 -0,00 -2,00 -2,00 2,00 0,00 1,87229e-20 13,09 13,09 -13,09 0,00 0,27 4,25 -4,25 -0,00 -0,01 -0,09 0,09 0,00 -0,00 0,00 -0,00 0,00 0,05 0,05 -0,05 -0,00 1,87242e-20 13,08 13,08 -13,08 0,00 -0,01 -0,10 0,10 0,00 -0,26 -4,26 4,26 0,00 0,00 -0,00 -0,00 -0,00 -2,00 -2,00 2,00 0,00 1,87229e-20 13,09 13,09 -13,09 0,00 0,27 4,25 -4,25 -0,00 -0,01 -0,09 0,09 0,00 -0,00 0,00 -0,00 0,00 0,02 0,02 -0,02 -0,00 1,87241e-20 12,93 12,93 -12,93 0,00 -0,00 -0,05 0,05 0,00 -0,20 -3,29 3,29 0,00 0,00 -0,00 0,00 -0,00 83 SLS:CHR/1 4=1*1.00 + 3*0.70 + 5*1.00 -0,05 -0,05 0,05 0,00 2,24214e-12 84 SLS:CHR/1 5=1*1.00 + 3*0.70 + 6*1.00 -2,01 -2,01 2,01 0,00 2,60700e-13 85 SLS:CHR/1 6=1*1.00 + 3*0.70 + 7*1.00 -0,05 -0,05 0,05 0,00 2,24214e-12 86 SLS:CHR/1 7=1*1.00 + 3*0.70 + 8*1.00 -1,55 -1,55 1,55 0,00 2,57389e-13 87 SLS:CHR/1 Page : 42 RSAP2023 Author: Gama Syahid Address: Jl. Sordang No.16, Ds. Tembeng, Desa Lenek Lauk File: Structure Water Tank Project: Structure Water Tank Marunda Post 8=1*1.00 + 3*0.70 + 9*1.00 Mode Sum of val. Sum of reac. Sum of forc. Check val. Precision Case Mode Sum of val. Sum of reac. Sum of forc. Check val. Precision Case Mode Sum of val. Sum of reac. Sum of forc. Check val. Precision Case Mode Sum of val. Sum of reac. Sum of forc. Check val. Precision Case Mode Sum of val. Sum of reac. Sum of forc. Check val. Precision Case Mode Sum of val. Date : 02/05/23 -0,02 -0,02 0,02 0,00 3,61256e-12 -1,55 -1,55 1,55 0,00 1,87229e-20 12,93 12,93 -12,93 0,00 0,21 3,30 -3,30 -0,00 -0,01 -0,03 0,03 0,00 -0,00 0,00 -0,00 0,00 0,04 0,04 -0,04 -0,00 1,87242e-20 13,09 13,09 -13,09 0,00 -0,01 -0,08 0,08 0,00 -0,26 -4,25 4,25 0,00 0,00 -0,00 -0,00 -0,00 -2,00 -2,00 2,00 0,00 1,87229e-20 13,09 13,09 -13,09 0,00 0,27 4,25 -4,25 -0,00 -0,01 -0,09 0,09 0,00 -0,00 0,00 -0,00 0,00 -0,00 -0,00 0,00 -0,00 2,49341e-20 13,51 13,51 -13,51 0,00 0,00 -0,00 0,00 -0,00 -0,00 0,01 -0,01 0,00 0,00 -0,00 0,00 -0,00 0,04 0,04 -0,04 -0,00 4,22981e-21 11,80 11,80 -11,80 0,00 -0,01 -0,08 0,08 0,00 -0,26 -4,25 4,25 0,00 0,00 -0,00 -0,00 -0,00 -2,00 11,80 0,27 -0,01 -0,00 88 SLS:CHR/1 9=1*1.00 + 3*0.70 + 10*1.00 -2,00 -2,00 2,00 0,00 2,38639e-13 89 SLS:CHR/2 0=1*1.00 + 3*0.70 + 11*1.00 -0,05 -0,05 0,05 0,00 2,24214e-12 90 SLS:CHR/2 1=1*1.00 + 2*1.00 0,00 0,00 0,00 0,00 2,72990e-14 91 SLS:CHR/2 2=1*1.00 + 4*1.00 -2,00 -2,00 2,00 0,00 2,28046e-13 92 SLS:CHR/2 3=1*1.00 + 5*1.00 -0,05 Page : 43 RSAP2023 Author: Gama Syahid Address: Jl. Sordang No.16, Ds. Tembeng, Desa Lenek Lauk Sum of reac. Sum of forc. Check val. Precision Case Mode Sum of val. Sum of reac. Sum of forc. Check val. Precision Case Mode Sum of val. Sum of reac. Sum of forc. Check val. Precision Case Mode Sum of val. Sum of reac. Sum of forc. Check val. Precision Case Mode Sum of val. Sum of reac. Sum of forc. Check val. Precision Case Mode Sum of val. Sum of reac. Sum of forc. Check val. Precision Case Date : 02/05/23 -0,05 0,05 0,00 2,23154e-12 File: Structure Water Tank Project: Structure Water Tank Marunda Post -2,00 2,00 0,00 4,22856e-21 11,80 -11,80 0,00 4,25 -4,25 -0,00 -0,09 0,09 0,00 0,00 -0,00 0,00 0,05 0,05 -0,05 -0,00 4,22982e-21 11,80 11,80 -11,80 0,00 -0,01 -0,10 0,10 0,00 -0,26 -4,26 4,26 0,00 0,00 -0,00 -0,00 -0,00 -2,00 -2,00 2,00 0,00 4,22856e-21 11,80 11,80 -11,80 0,00 0,27 4,25 -4,25 -0,00 -0,01 -0,09 0,09 0,00 -0,00 0,00 -0,00 0,00 0,02 0,02 -0,02 -0,00 4,22981e-21 11,65 11,65 -11,65 0,00 -0,00 -0,05 0,05 0,00 -0,20 -3,29 3,29 0,00 0,00 -0,00 0,00 -0,00 -1,55 -1,55 1,55 0,00 4,22857e-21 11,65 11,65 -11,65 0,00 0,21 3,30 -3,30 -0,00 -0,01 -0,03 0,03 0,00 -0,00 0,00 -0,00 0,00 0,04 0,04 -0,04 -0,00 4,22981e-21 11,80 11,80 -11,80 0,00 -0,01 -0,08 0,08 0,00 -0,26 -4,25 4,25 0,00 0,00 -0,00 -0,00 -0,00 93 SLS:CHR/2 4=1*1.00 + 6*1.00 -2,01 -2,01 2,01 0,00 2,50107e-13 94 SLS:CHR/2 5=1*1.00 + 7*1.00 -0,05 -0,05 0,05 0,00 2,23154e-12 95 SLS:CHR/2 6=1*1.00 + 8*1.00 -1,55 -1,55 1,55 0,00 2,46797e-13 96 SLS:CHR/2 7=1*1.00 + 9*1.00 -0,02 -0,02 0,02 0,00 3,60197e-12 97 SLS:CHR/2 8=1*1.00 + 10*1.00 -2,00 -2,00 2,00 0,00 2,28046e-13 98 SLS:CHR/2 Page : 44 RSAP2023 Author: Gama Syahid Address: Jl. Sordang No.16, Ds. Tembeng, Desa Lenek Lauk File: Structure Water Tank Project: Structure Water Tank Marunda Post 9=1*1.00 + 11*1.00 Mode Sum of val. Sum of reac. Sum of forc. Check val. Precision Case Mode Sum of val. Sum of reac. Sum of forc. Check val. Precision Case Mode Sum of val. Sum of reac. Sum of forc. Check val. Precision Case Mode Sum of val. Sum of reac. Sum of forc. Check val. Precision Case Mode Sum of val. Sum of reac. Sum of forc. Check val. Precision Case Mode Sum of val. Sum of reac. Date : 02/05/23 -0,05 -0,05 0,05 0,00 2,23154e-12 -2,00 -2,00 2,00 0,00 4,22856e-21 11,80 11,80 -11,80 0,00 0,27 4,25 -4,25 -0,00 -0,01 -0,09 0,09 0,00 -0,00 0,00 -0,00 0,00 -0,00 -0,00 0,00 -0,00 1,45809e-20 12,59 12,59 -12,59 0,00 0,00 -0,00 0,00 -0,00 -0,00 0,01 -0,01 0,00 0,00 -0,00 0,00 -0,00 -0,00 -0,00 0,00 -0,00 4,22785e-21 11,67 11,67 -11,67 0,00 0,00 -0,00 0,00 -0,00 -0,00 0,01 -0,01 0,00 0,00 -0,00 0,00 -0,00 -0,00 -0,00 0,00 -0,00 1,45809e-20 12,59 12,59 -12,59 0,00 0,00 -0,00 0,00 -0,00 -0,00 0,01 -0,01 0,00 0,00 -0,00 0,00 -0,00 0,01 0,01 -0,01 -0,00 1,04401e-20 12,25 12,25 -12,25 0,00 -0,00 -0,02 0,02 0,00 -0,06 -0,84 0,84 0,00 0,00 -0,00 -0,00 -0,00 -0,40 -0,40 12,25 12,25 0,05 0,85 -0,00 -0,01 -0,00 0,00 99 SLS:FRE/30 =1*1.00 + 3*0.50 0,00 0,00 0,00 0,00 1,97328e-14 100 SLS:FRE/31 =1*1.00 0,00 0,00 0,00 0,00 1,21666e-14 101 SLS:FRE/32 =1*1.00 + 3*0.30 + 2*0.20 0,00 0,00 0,00 0,00 1,97328e-14 102 SLS:FRE/33 =1*1.00 + 3*0.30 + 4*0.20 -0,40 -0,40 0,40 0,00 5,98822e-14 103 SLS:FRE/34 =1*1.00 + 3*0.30 + 5*0.20 -0,01 -0,01 Page : 45 RSAP2023 Author: Gama Syahid Address: Jl. Sordang No.16, Ds. Tembeng, Desa Lenek Lauk Sum of forc. Check val. Precision Case Mode Sum of val. Sum of reac. Sum of forc. Check val. Precision Case Mode Sum of val. Sum of reac. Sum of forc. Check val. Precision Case Mode Sum of val. Sum of reac. Sum of forc. Check val. Precision Case Mode Sum of val. Sum of reac. Sum of forc. Check val. Precision Case Mode Sum of val. Sum of reac. Sum of forc. Check val. Date : 02/05/23 0,01 0,00 4,60582e-13 File: Structure Water Tank Project: Structure Water Tank Marunda Post 0,40 0,00 1,04399e-20 -12,25 0,00 -0,85 -0,00 0,01 0,00 -0,00 0,00 0,01 0,01 -0,01 -0,00 1,04401e-20 12,25 12,25 -12,25 0,00 -0,00 -0,02 0,02 0,00 -0,06 -0,84 0,84 0,00 0,00 -0,00 -0,00 -0,00 -0,40 -0,40 0,40 0,00 1,04399e-20 12,25 12,25 -12,25 0,00 0,05 0,85 -0,85 -0,00 -0,00 -0,01 0,01 0,00 -0,00 0,00 -0,00 0,00 0,00 0,00 -0,00 -0,00 1,04401e-20 12,22 12,22 -12,22 0,00 -0,00 -0,01 0,01 0,00 -0,04 -0,65 0,65 0,00 0,00 -0,00 0,00 -0,00 -0,31 -0,31 0,31 0,00 1,04399e-20 12,22 12,22 -12,22 0,00 0,04 0,66 -0,66 -0,00 -0,00 0,00 -0,00 0,00 -0,00 0,00 -0,00 0,00 0,01 0,01 -0,01 -0,00 12,25 12,25 -12,25 0,00 -0,00 -0,02 0,02 0,00 -0,06 -0,84 0,84 0,00 0,00 -0,00 -0,00 -0,00 104 SLS:FRE/35 =1*1.00 + 3*0.30 + 6*0.20 -0,40 -0,40 0,40 0,00 6,42944e-14 105 SLS:FRE/36 =1*1.00 + 3*0.30 + 7*0.20 -0,01 -0,01 0,01 0,00 4,60582e-13 106 SLS:FRE/37 =1*1.00 + 3*0.30 + 8*0.20 -0,31 -0,31 0,31 0,00 6,36323e-14 107 SLS:FRE/38 =1*1.00 + 3*0.30 + 9*0.20 -0,00 -0,00 0,00 0,00 7,34667e-13 108 SLS:FRE/39 =1*1.00 + 3*0.30 + 10*0.20 -0,40 -0,40 0,40 0,00 Page : 46 RSAP2023 Author: Gama Syahid Address: Jl. Sordang No.16, Ds. Tembeng, Desa Lenek Lauk Precision Case Mode Sum of val. Sum of reac. Sum of forc. Check val. Precision Case Mode Sum of val. Sum of reac. Sum of forc. Check val. Precision Case Mode Sum of val. Sum of reac. Sum of forc. Check val. Precision Case Mode Sum of val. Sum of reac. Sum of forc. Check val. Precision Case Mode Sum of val. Sum of reac. Sum of forc. Check val. Precision Case Date : 02/05/23 5,98822e-14 File: Structure Water Tank Project: Structure Water Tank Marunda Post 1,04401e-20 109 SLS:FRE/40 =1*1.00 + 3*0.30 + 11*0.20 -0,01 -0,01 0,01 0,00 4,60582e-13 -0,40 -0,40 0,40 0,00 1,04399e-20 12,25 12,25 -12,25 0,00 0,05 0,85 -0,85 -0,00 -0,00 -0,01 0,01 0,00 -0,00 0,00 -0,00 0,00 -0,00 -0,00 0,00 -0,00 8,36909e-21 12,04 12,04 -12,04 0,00 0,00 -0,00 0,00 -0,00 -0,00 0,01 -0,01 0,00 0,00 -0,00 0,00 -0,00 0,01 0,01 -0,01 -0,00 4,22824e-21 11,70 11,70 -11,70 0,00 -0,00 -0,02 0,02 0,00 -0,06 -0,84 0,84 0,00 0,00 -0,00 -0,00 -0,00 -0,40 -0,40 0,40 0,00 4,22799e-21 11,70 11,70 -11,70 0,00 0,05 0,85 -0,85 -0,00 -0,00 -0,01 0,01 0,00 -0,00 0,00 -0,00 0,00 0,01 0,01 -0,01 -0,00 4,22824e-21 11,70 11,70 -11,70 0,00 -0,00 -0,02 0,02 0,00 -0,06 -0,84 0,84 0,00 0,00 -0,00 -0,00 -0,00 110 SLS:FRE/41 =1*1.00 + 2*0.20 0,00 0,00 0,00 0,00 1,51931e-14 111 SLS:FRE/42 =1*1.00 + 4*0.20 -0,40 -0,40 0,40 0,00 5,53425e-14 112 SLS:FRE/43 =1*1.00 + 5*0.20 -0,01 -0,01 0,01 0,00 4,56042e-13 113 SLS:FRE/44 =1*1.00 + 6*0.20 -0,40 -0,40 0,40 0,00 5,97547e-14 114 SLS:FRE/45 =1*1.00 + 7*0.20 Page : 47 RSAP2023 Author: Gama Syahid Address: Jl. Sordang No.16, Ds. Tembeng, Desa Lenek Lauk Mode Sum of val. Sum of reac. Sum of forc. Check val. Precision Case Mode Sum of val. Sum of reac. Sum of forc. Check val. Precision Case Mode Sum of val. Sum of reac. Sum of forc. Check val. Precision Case Mode Sum of val. Sum of reac. Sum of forc. Check val. Precision Case Mode Sum of val. Sum of reac. Sum of forc. Check val. Precision Case Mode Sum of val. Sum of reac. Sum of forc. Check val. Precision Date : 02/05/23 -0,01 -0,01 0,01 0,00 4,56042e-13 File: Structure Water Tank Project: Structure Water Tank Marunda Post -0,40 -0,40 0,40 0,00 4,22799e-21 11,70 11,70 -11,70 0,00 0,05 0,85 -0,85 -0,00 -0,00 -0,01 0,01 0,00 -0,00 0,00 -0,00 0,00 0,00 0,00 -0,00 -0,00 4,22824e-21 11,67 11,67 -11,67 0,00 -0,00 -0,01 0,01 0,00 -0,04 -0,65 0,65 0,00 0,00 -0,00 0,00 -0,00 -0,31 -0,31 0,31 0,00 4,22799e-21 11,67 11,67 -11,67 0,00 0,04 0,66 -0,66 -0,00 -0,00 0,00 -0,00 0,00 -0,00 0,00 -0,00 0,00 0,01 0,01 -0,01 -0,00 4,22824e-21 11,70 11,70 -11,70 0,00 -0,00 -0,02 0,02 0,00 -0,06 -0,84 0,84 0,00 0,00 -0,00 -0,00 -0,00 -0,40 -0,40 0,40 0,00 4,22799e-21 11,70 11,70 -11,70 0,00 0,05 0,85 -0,85 -0,00 -0,00 -0,01 0,01 0,00 -0,00 0,00 -0,00 0,00 -0,00 -0,00 0,00 -0,00 1,04397e-20 12,22 12,22 -12,22 0,00 0,00 -0,00 0,00 -0,00 -0,00 0,01 -0,01 0,00 0,00 -0,00 0,00 -0,00 115 SLS:FRE/46 =1*1.00 + 8*0.20 -0,31 -0,31 0,31 0,00 5,90926e-14 116 SLS:FRE/47 =1*1.00 + 9*0.20 -0,00 -0,00 0,00 0,00 7,30127e-13 117 SLS:FRE/48 =1*1.00 + 10*0.20 -0,40 -0,40 0,40 0,00 5,53425e-14 118 SLS:FRE/49 =1*1.00 + 11*0.20 -0,01 -0,01 0,01 0,00 4,56042e-13 119 SLS:QPR/5 0=1*1.00 + 3*0.30 0,00 0,00 0,00 0,00 1,67063e-14 Page : 48 RSAP2023 Author: Gama Syahid Address: Jl. Sordang No.16, Ds. Tembeng, Desa Lenek Lauk Case Mode Sum of val. Sum of reac. Sum of forc. Check val. Precision Case Mode CQC Sum of val. Sum of reac. Sum of forc. Check val. Precision Case Mode CQC Sum of val. Sum of reac. Sum of forc. Check val. Precision Case Mode CQC Sum of val. Sum of reac. Sum of forc. Check val. Precision Case Mode CQC Sum of val. Sum of reac. Sum of forc. Check val. Precision Case Date : 02/05/23 File: Structure Water Tank Project: Structure Water Tank Marunda Post 120 SLS:QPR/5 1=1*1.00 0,00 0,00 0,00 0,00 1,21666e-14 -0,00 -0,00 0,00 -0,00 4,22785e-21 11,67 11,67 -11,67 0,00 0,00 -0,00 0,00 -0,00 -0,00 0,01 -0,01 0,00 0,00 -0,00 0,00 -0,00 0,10 0,00 0,00 0,00 5,36101e-24 1,36 0,00 0,00 0,00 0,00 0,00 0,00 0,00 0,17 1,23 1,23 2,47 0,01 0,00 0,00 0,00 0,51 0,51 0,51 1,01 1,34522e-11 2,16 0,00 0,00 0,00 0,19 1,88 1,88 3,76 0,01 0,00 0,00 0,00 0,01 0,01 0,01 0,02 0,00 0,00 0,00 0,00 6,19116e-24 0,01 0,00 0,00 0,00 0,00 0,00 0,00 0,00 0,00 0,01 0,01 0,02 0,00 0,00 0,00 0,00 0,10 0,00 0,00 0,00 5,36101e-24 1,36 0,00 0,00 0,00 0,00 0,00 0,00 0,00 0,17 1,23 1,23 2,47 0,01 0,00 0,00 0,00 122 Seismic SNI1726:20 19 Ecc XDirection_X 0,42 0,42 0,42 0,84 1,88455e-05 123 Seismic SNI1726:20 19 Ecc XDirection_Y 0,16 0,00 0,00 0,00 1,88455e-05 124 Seismic SNI1726:20 19 Ecc XDirection_Z 0,00 0,00 0,00 0,01 1,88455e-05 126 Seismic SNI1726:20 19 Ecc X+ Direction_X 0,42 0,42 0,42 0,84 1,88455e-05 127 Seismic SNI1726:20 19 Ecc X+ Direction_Y Page : 49 RSAP2023 Author: Gama Syahid Address: Jl. Sordang No.16, Ds. Tembeng, Desa Lenek Lauk Mode CQC Sum of val. Sum of reac. Sum of forc. Check val. Precision Case Mode CQC Sum of val. Sum of reac. Sum of forc. Check val. Precision Case Mode CQC Sum of val. Sum of reac. Sum of forc. Check val. Precision Case Mode CQC Sum of val. Sum of reac. Sum of forc. Check val. Precision Case Mode CQC Sum of val. Sum of reac. Sum of forc. Check val. Precision Case Mode CQC Sum of val. Date : 02/05/23 0,16 0,00 0,00 0,00 1,88455e-05 File: Structure Water Tank Project: Structure Water Tank Marunda Post 0,51 0,51 0,51 1,01 1,34522e-11 2,16 0,00 0,00 0,00 0,19 1,88 1,88 3,76 0,01 0,00 0,00 0,00 0,01 0,01 0,01 0,02 0,00 0,00 0,00 0,00 6,19116e-24 0,01 0,00 0,00 0,00 0,00 0,00 0,00 0,00 0,00 0,01 0,01 0,02 0,00 0,00 0,00 0,00 0,10 0,00 0,00 0,00 5,38819e-24 1,36 0,00 0,00 0,00 0,00 0,00 0,00 0,00 0,17 1,23 1,23 2,47 0,01 0,00 0,00 0,00 0,51 0,51 0,51 1,01 1,33158e-11 2,16 0,00 0,00 0,00 0,19 1,88 1,88 3,76 0,01 0,00 0,00 0,00 0,01 0,01 0,01 0,02 0,00 0,00 0,00 0,00 6,15981e-24 0,01 0,00 0,00 0,00 0,00 0,00 0,00 0,00 0,00 0,01 0,01 0,02 0,00 0,00 0,00 0,00 0,10 1,36 0,00 0,17 0,01 128 Seismic SNI1726:20 19 Ecc X+ Direction_Z 0,00 0,00 0,00 0,01 1,88455e-05 130 Seismic SNI1726:20 19 Ecc YDirection_X 0,42 0,42 0,42 0,84 1,85439e-05 131 Seismic SNI1726:20 19 Ecc YDirection_Y 0,16 0,00 0,00 0,00 1,85439e-05 132 Seismic SNI1726:20 19 Ecc YDirection_Z 0,00 0,00 0,00 0,01 1,85439e-05 134 Seismic SNI1726:20 19 Ecc Y+ Direction_X 0,42 Page : 50 RSAP2023 Author: Gama Syahid Address: Jl. Sordang No.16, Ds. Tembeng, Desa Lenek Lauk Sum of reac. Sum of forc. Check val. Precision Case Mode CQC Sum of val. Sum of reac. Sum of forc. Check val. Precision Case Mode CQC Sum of val. Sum of reac. Sum of forc. Check val. Precision Date : 02/05/23 0,42 0,42 0,84 1,85439e-05 File: Structure Water Tank Project: Structure Water Tank Marunda Post 0,00 0,00 0,00 5,38819e-24 0,00 0,00 0,00 0,00 0,00 0,00 1,23 1,23 2,47 0,00 0,00 0,00 0,51 0,51 0,51 1,01 1,33158e-11 2,16 0,00 0,00 0,00 0,19 1,88 1,88 3,76 0,01 0,00 0,00 0,00 0,01 0,01 0,01 0,02 0,00 0,00 0,00 0,00 6,15981e-24 0,01 0,00 0,00 0,00 0,00 0,00 0,00 0,00 0,00 0,01 0,01 0,02 0,00 0,00 0,00 0,00 135 Seismic SNI1726:20 19 Ecc Y+ Direction_Y 0,16 0,00 0,00 0,00 1,85439e-05 136 Seismic SNI1726:20 19 Ecc Y+ Direction_Z 0,00 0,00 0,00 0,01 1,85439e-05 Page : 51 RSAP2023 Author: Gama Syahid Address: Jl. Sordang No.16, Ds. Tembeng, Desa Lenek Lauk File: Structure Water Tank Project: Structure Water Tank Marunda Post Stresses - Global extremes - Cases: 1to120 122to124 126to128 130to132 134to136 S max (MPa) S min (MPa) S max(My) (MPa) S max(Mz) (MPa) S min(My) (MPa) S min(Mz) (MPa) MAX Member Node Case Mode 188,44 61 37 36 (C) 11,47 19 24 37 (C) 179,23 61 37 36 (C) 153,06 51 40 36 (C) 4,45 51 34 34 (C) 4,45 50 31 34 (C) MIN Member Node Case Mode -1,16 19 24 5 -91,93 37 28 36 (C) -9,80 51 40 34 (C) -9,80 50 39 34 (C) -87,80 35 27 36 (C) -94,05 37 28 36 (C) Date : 02/05/23 Page : 52 Fx (M RSAP2023 Author: Gama Syahid Address: Jl. Sordang No.16, Ds. Tembeng, Desa Lenek Lauk File: Structure Water Tank Project: Structure Water Tank Marunda Post Members - Definition Member Name Components Code group Sectio n EQA 50x5 EQA 50x5 EQA 50x5 EQA 50x5 EQA 50x5 EQA 50x5 EQA 50x5 EQA 50x5 EQA 50x5 EQA 50x5 EQA 50x5 EQA 50x5 EQA 50x5 EQA 50x5 EQA 50x5 EQA 50x5 EQA 50x5 EQA 50x5 EQA 50x5 EQA 50x5 EQA 50x5 EQA 50x5 EQA 50x5 EQA 50x5 EQA 50x5 EQA 50x5 4 Beam_4 4 (N/A) 6 Beam_6 6 (N/A) 7 Beam_7 7 (N/A) 8 Beam_8 8 (N/A) 9 Beam_9 9 (N/A) 10 Beam_10 10 (N/A) 11 Beam_11 11 (N/A) 12 Beam_12 12 (N/A) 13 Beam_13 13 (N/A) 14 Beam_14 14 (N/A) 15 Beam_15 15 (N/A) 16 Beam_16 16 (N/A) 17 Beam_17 17 (N/A) 18 Beam_18 18 (N/A) 19 Beam_19 19 (N/A) 20 Beam_20 20 (N/A) 21 Beam_21 21 (N/A) 22 Beam_22 22 (N/A) 23 Beam_23 23 (N/A) 24 Beam_24 24 (N/A) 25 Beam_25 25 (N/A) 26 Beam_26 26 (N/A) 27 Beam_27 27 (N/A) 28 Beam_28 28 (N/A) 29 Beam_29 29 (N/A) 30 Beam_30 30 (N/A) Date : 02/05/23 Page : 53 Type Ly (m) Lz (m) Beam 0,29 0,29 Beam 0,68 0,68 Beam 0,68 0,68 Beam 0,29 0,29 Beam 0,39 0,39 Beam 0,68 0,68 Beam 0,39 0,39 Beam 0,29 0,29 Beam 0,68 0,68 Beam 0,39 0,39 Beam 0,29 0,29 Beam 0,39 0,39 Beam 1,05 1,05 Beam 1,05 1,05 Beam 1,05 1,05 Beam 1,05 1,05 Beam 1,71 1,71 Beam 1,71 1,71 Beam 1,29 1,29 Beam 1,29 1,29 Beam 1,05 1,05 Beam 1,05 1,05 Beam 1,05 1,05 Beam 1,05 1,05 Beam 1,61 1,61 Beam 1,61 1,61 RSAP2023 Author: Gama Syahid Address: Jl. Sordang No.16, Ds. Tembeng, Desa Lenek Lauk 31 Beam_31 31 (N/A) 32 Beam_32 32 (N/A) 33 Beam_33 33 (N/A) 34 Beam_34 34 (N/A) 35 Beam_35 35 (N/A) 36 Beam_36 36 (N/A) 37 Beam_37 37 (N/A) 38 Beam_38 38 (N/A) 39 Beam_39 39 (N/A) 40 Beam_40 40 (N/A) 41 Beam_41 41 (N/A) 42 Beam_42 42 (N/A) 43 Beam_43 43 (N/A) 44 Beam_44 44 (N/A) 45 Beam_45 45 (N/A) 46 Beam_46 46 (N/A) 48 Beam_48 48 (N/A) 49 Beam_49 49 (N/A) 50 Beam_50 50 (N/A) 51 Beam_51 51 (N/A) 52 Beam_52 52 (N/A) 53 Beam_53 53 (N/A) 54 Beam_54 54 (N/A) 55 Beam_55 55 (N/A) 56 Beam_56 56 (N/A) 57 Beam_57 57 (N/A) 58 Beam_58 58 (N/A) 59 Beam_59 59 (N/A) 60 Beam_60 60 (N/A) 61 Beam_61 61 (N/A) 62 Beam_62 62 (N/A) 63 Beam_63 63 (N/A) Date : 02/05/23 File: Structure Water Tank Project: Structure Water Tank Marunda Post EQA 50x5 EQA 50x5 EQA 50x5 EQA 50x5 EQA 50x5 EQA 50x5 EQA 50x5 EQA 50x5 EQA 50x5 EQA 50x5 EQA 50x5 EQA 50x5 EQA 50x5 EQA 50x5 EQA 50x5 EQA 50x5 EQA 50x5 EQA 50x5 EQA 50x5 EQA 50x5 EQA 50x5 EQA 50x5 EQA 50x5 EQA 50x5 EQA 50x5 EQA 50x5 EQA 50x5 EQA 50x5 EQA 50x5 EQA 50x5 EQA 50x5 EQA Page : 54 Beam 1,63 1,63 Beam 1,63 1,63 Beam 0,99 0,99 Beam 0,99 0,99 Beam 1,15 1,15 Beam 1,15 1,15 Beam 1,15 1,15 Beam 1,15 1,15 Beam 0,99 0,99 Beam 0,99 0,99 Beam 1,47 1,47 Beam 1,47 1,47 Beam 1,03 1,03 Beam 1,03 1,03 Beam 1,03 1,03 Beam 1,03 1,03 Beam 0,94 0,94 Beam 0,94 0,94 Beam 0,94 0,94 Beam 0,94 0,94 Beam 1,29 1,29 Beam 1,29 1,29 Beam 1,29 1,29 Beam 1,29 1,29 Beam 1,29 1,29 Beam 1,29 1,29 Beam 1,29 1,29 Beam 1,29 1,29 Beam 1,29 1,29 Beam 0,96 0,96 Beam 0,96 0,96 Beam 1,36 1,36 RSAP2023 Author: Gama Syahid Address: Jl. Sordang No.16, Ds. Tembeng, Desa Lenek Lauk 64 Beam_64 64 (N/A) 65 Beam_65 65 (N/A) 66 Beam_66 66 (N/A) 67 Beam_67 67 (N/A) 68 Beam_68 68 (N/A) File: Structure Water Tank Project: Structure Water Tank Marunda Post 50x5 EQA 50x5 EQA 50x5 EQA 50x5 EQA 50x5 EQA 50x5 Beam 1,36 1,36 Beam 1,42 1,42 Beam 1,42 1,42 Beam 1,42 1,42 Beam 1,42 1,42 Member Verification STEEL DESIGN ----------------------------------------------------------------------------------------------------------------------------- ----------CODE: BS-EN 1993-1:2005/NA:2008/A1:2014, Eurocode 3: Design of steel structures. ANALYSIS TYPE: Member Verification ----------------------------------------------------------------------------------------------------------------------------- ----------CODE GROUP: POINT: 3 COORDINATE: x = 1.00 L = 0.29 m MEMBER: 4 Beam_4 ----------------------------------------------------------------------------------------------------------------------------- ----------LOADS: Governing Load Case: 15 ULS/4=1*1.35 + 3*1.50 + 5*0.75 1*1.35+3*1.50+5*0.75 ---------------------------------------------------------------------------------------------------------------------------------------MATERIAL: S275 ( S275 ) fy = 275.00 MPa ---------------------------------------------------------------------------------------------- -----------------------------------------SECTION PARAMETERS: EQA 50x5 h=50 mm gM0=1.00 gM1=1.00 b=50 mm Ay=250 mm2 Az=250 mm2 Ax=483 mm2 tw=5 mm Iy=111000 mm4 Iz=111000 mm4 Ix=3960 mm4 tf=5 mm Wely=3092 mm3 Welz=3092 mm3 ----------------------------------------------------------------------------------------------------------------------------- ----------INTERNAL FORCES AND CAPACITIES: N,Ed = 3.71 kN My,Ed = 0.07 kN*m Mz,Ed = -0.01 kN*m Vy,Ed = 0.03 kN Nc,Rd = 132.82 kN My,el,Rd = 0.85 kN*m Mz,el,Rd = 0.85 kN*m Vy,T,Rd = 39.68 kN Nb,Rd = 132.82 kN My,c,Rd = 0.85 kN*m Mz,c,Rd = 0.85 kN*m Vz,Ed = 0.36 kN Vz,T,Rd = 39.68 kN Tt,Ed = -0.00 kN*m Class of section = 3 ----------------------------------------------------------------------------------------------------------------------------- ----------LATERAL BUCKLING PARAMETERS: ----------------------------------------------------------------------------------------------------------------------------- ----------BUCKLING PARAMETERS: About y axis: About z axis: ---------------------------------------------------------------------------------------------------- -----------------------------------VERIFICATION FORMULAS: Section strength check: Date : 02/05/23 Page : 55 RSAP2023 Author: Gama Syahid Address: Jl. Sordang No.16, Ds. Tembeng, Desa Lenek Lauk File: Structure Water Tank Project: Structure Water Tank Marunda Post N,Ed/Nc,Rd + My,Ed/My,c,Rd + Mz,Ed/Mz,c,Rd = 0.11 < 1.00 (6.2.1(7)) Vy,Ed/Vy,T,Rd = 0.00 < 1.00 (6.2.6-7) Vz,Ed/Vz,T,Rd = 0.01 < 1.00 (6.2.6-7) Tau,ty,Ed/(fy/(sqrt(3)*gM0)) = 0.00 < 1.00 (6.2.6) Tau,tz,Ed/(fy/(sqrt(3)*gM0)) = 0.00 < 1.00 (6.2.6) ----------------------------------------------------------------------------------------------------------------------------- ----------LIMIT DISPLACEMENTS Deflections (LOCAL SYSTEM): uy = 0 mm < uy max = L/200.00 = 1 mm Verified Governing Load Case: 6 Wind X+ 20 m/s (f =1.00) Simulation (1) uz = 0 mm < uz max = L/200.00 = 1 mm Verified Governing Load Case: 5 Wind Y+ 20 m/s (f =1.00) Simulation Displacements (GLOBAL SYSTEM): Not analyzed ---------------------------------------------------------------------------------------------------------------------------------------- Section OK !!! Date : 02/05/23 Page : 56 RSAP2023 Author: Gama Syahid Address: Jl. Sordang No.16, Ds. Tembeng, Desa Lenek Lauk File: Structure Water Tank Project: Structure Water Tank Marunda Post STEEL DESIGN ------------------------------------------------------------------------------------------------ ---------------------------------------CODE: BS-EN 1993-1:2005/NA:2008/A1:2014, Eurocode 3: Design of steel structures. ANALYSIS TYPE: Member Verification ----------------------------------------------------------------------------------------------------------------------------- ----------CODE GROUP: MEMBER: 6 Beam_6 POINT: 1 COORDINATE: x = 0.00 L = 0.00 m ---------------------------------------------------------------------------------------------------------------------------------------LOADS: Governing Load Case: 16 ULS/5=1*1.35 + 3*1.50 + 6*0.75 1*1.35+3*1.50+6*0.75 ---------------------------------------------------------------------------------------------------------------------------------------MATERIAL: S275 ( S275 ) fy = 275.00 MPa ---------------------------------------------------------------------------------------------------------------------------------------SECTION PARAMETERS: EQA 50x5 h=50 mm gM0=1.00 gM1=1.00 b=50 mm Ay=250 mm2 Az=250 mm2 Ax=483 mm2 tw=5 mm Iy=111000 mm4 Iz=111000 mm4 Ix=3960 mm4 tf=5 mm Wely=3092 mm3 Welz=3092 mm3 ----------------------------------------------------------------------------------------------------------------------------- ----------INTERNAL FORCES AND CAPACITIES: N,Ed = 3.71 kN My,Ed = -0.00 kN*m Mz,Ed = -0.05 kN*m Vy,Ed = -0.10 kN Nc,Rd = 132.82 kN My,el,Rd = 0.85 kN*m Mz,el,Rd = 0.85 kN*m Vy,T,Rd = 39.68 kN Nb,Rd = 132.82 kN My,c,Rd = 0.85 kN*m Mz,c,Rd = 0.85 kN*m Vz,Ed = 0.01 kN Vz,T,Rd = 39.68 kN Tt,Ed = -0.00 kN*m Class of section = 3 ----------------------------------------------------------------------------------------------------------------------------- ----------LATERAL BUCKLING PARAMETERS: ----------------------------------------------------------------------------------------------------------------------------- ----------BUCKLING PARAMETERS: About y axis: About z axis: ---------------------------------------------------------------------------------------------------------------------------------------VERIFICATION FORMULAS: Section strength check: N,Ed/Nc,Rd + My,Ed/My,c,Rd + Mz,Ed/Mz,c,Rd = 0.09 < 1.00 (6.2.1(7)) Vy,Ed/Vy,T,Rd = 0.00 < 1.00 (6.2.6-7) Vz,Ed/Vz,T,Rd = 0.00 < 1.00 (6.2.6-7) Tau,ty,Ed/(fy/(sqrt(3)*gM0)) = 0.00 < 1.00 (6.2.6) Tau,tz,Ed/(fy/(sqrt(3)*gM0)) = 0.00 < 1.00 (6.2.6) ----------------------------------------------------------------------------------------------------------------------------- ----------LIMIT DISPLACEMENTS Deflections (LOCAL SYSTEM): uy = 0 mm < uy max = L/200.00 = 3 mm Verified Governing Load Case: 6 Wind X+ 20 m/s (f =1.00) Simulation (1) uz = 0 mm < uz max = L/200.00 = 3 mm Verified Governing Load Case: 5 Wind Y+ 20 m/s (f =1.00) Simulation Displacements (GLOBAL SYSTEM): Not analyzed --------------------------------------------------------------------------------------------------------- ------------------------------- Section OK !!! Date : 02/05/23 Page : 57 RSAP2023 Author: Gama Syahid Address: Jl. Sordang No.16, Ds. Tembeng, Desa Lenek Lauk File: Structure Water Tank Project: Structure Water Tank Marunda Post Date : 02/05/23 Page : 58 RSAP2023 Author: Gama Syahid Address: Jl. Sordang No.16, Ds. Tembeng, Desa Lenek Lauk File: Structure Water Tank Project: Structure Water Tank Marunda Post STEEL DESIGN ----------------------------------------------------------------------------------------------------------------------------- ----------CODE: BS-EN 1993-1:2005/NA:2008/A1:2014, Eurocode 3: Design of steel structures. ANALYSIS TYPE: Member Verification ---------------------------------------------------------------------------------------------------------------------------------------CODE GROUP: POINT: 1 COORDINATE: x = 0.00 L = 0.00 m MEMBER: 7 Beam_7 ----------------------------------------------------------------------------------------------------------------------------- ----------LOADS: Governing Load Case: 37 ULS/26=1*1.35 + 3*1.05 + 6*1.50 1*1.35+3*1.05+6*1.50 ---------------------------------------------------------------------------------------------------------------------------------------MATERIAL: S275 ( S275 ) fy = 275.00 MPa --------------------------------------------------------------------------------------------- ------------------------------------------SECTION PARAMETERS: EQA 50x5 h=50 mm gM0=1.00 gM1=1.00 b=50 mm Ay=250 mm2 Az=250 mm2 Ax=483 mm2 tw=5 mm Iy=111000 mm4 Iz=111000 mm4 Ix=3960 mm4 tf=5 mm Wely=3092 mm3 Welz=3092 mm3 ----------------------------------------------------------------------------------------------------------------------------- ----------INTERNAL FORCES AND CAPACITIES: N,Ed = 6.48 kN My,Ed = -0.09 kN*m Mz,Ed = 0.00 kN*m Vy,Ed = 0.00 kN Nc,Rd = 132.82 kN My,el,Rd = 0.85 kN*m Mz,el,Rd = 0.85 kN*m Vy,T,Rd = 39.67 kN Nb,Rd = 132.82 kN My,c,Rd = 0.85 kN*m Mz,c,Rd = 0.85 kN*m Vz,Ed = 0.17 kN Vz,T,Rd = 39.67 kN Tt,Ed = -0.00 kN*m Class of section = 3 ----------------------------------------------------------------------------------------------------------------------------- ----------LATERAL BUCKLING PARAMETERS: ----------------------------------------------------------------------------------------------------------------------------- ----------BUCKLING PARAMETERS: About y axis: About z axis: ---------------------------------------------------------------------------------------------------------------------------------------VERIFICATION FORMULAS: Section strength check: N,Ed/Nc,Rd + My,Ed/My,c,Rd + Mz,Ed/Mz,c,Rd = 0.09 < 1.00 (6.2.1(7)) Vy,Ed/Vy,T,Rd = 0.00 < 1.00 (6.2.6-7) Vz,Ed/Vz,T,Rd = 0.00 < 1.00 (6.2.6-7) Tau,ty,Ed/(fy/(sqrt(3)*gM0)) = 0.00 < 1.00 (6.2.6) Tau,tz,Ed/(fy/(sqrt(3)*gM0)) = 0.00 < 1.00 (6.2.6) ------------------------------------------------------------------------------------------------------------------- --------------------LIMIT DISPLACEMENTS Deflections (LOCAL SYSTEM): uy = 0 mm < uy max = L/200.00 = 3 mm Verified Governing Load Case: 5 Wind Y+ 20 m/s (f =1.00) Simulation uz = 0 mm < uz max = L/200.00 = 3 mm Verified Governing Load Case: 6 Wind X+ 20 m/s (f =1.00) Simulation (1) Displacements (GLOBAL SYSTEM): Not analyzed --------------------------------------------------------------------------------------------------------- ------------------------------- Section OK !!! Date : 02/05/23 Page : 59 RSAP2023 Author: Gama Syahid Address: Jl. Sordang No.16, Ds. Tembeng, Desa Lenek Lauk File: Structure Water Tank Project: Structure Water Tank Marunda Post Date : 02/05/23 Page : 60 RSAP2023 Author: Gama Syahid Address: Jl. Sordang No.16, Ds. Tembeng, Desa Lenek Lauk File: Structure Water Tank Project: Structure Water Tank Marunda Post STEEL DESIGN ----------------------------------------------------------------------------------------------------------------------------- ----------CODE: BS-EN 1993-1:2005/NA:2008/A1:2014, Eurocode 3: Design of steel structures. ANALYSIS TYPE: Member Verification ----------------------------------------------------------------------------------------------------------------------------- ----------CODE GROUP: POINT: 3 COORDINATE: x = 1.00 L = 0.29 m MEMBER: 8 Beam_8 ----------------------------------------------------------------------------------------------------------------------------- ----------LOADS: Governing Load Case: 37 ULS/26=1*1.35 + 3*1.05 + 6*1.50 1*1.35+3*1.05+6*1.50 ----------------------------------------------------------------------------------------------------------------------------- ----------MATERIAL: S275 ( S275 ) fy = 275.00 MPa ---------------------------------------------------------------------------------------------------------------------------------------SECTION PARAMETERS: EQA 50x5 h=50 mm gM0=1.00 gM1=1.00 b=50 mm Ay=250 mm2 Az=250 mm2 Ax=483 mm2 tw=5 mm Iy=111000 mm4 Iz=111000 mm4 Ix=3960 mm4 tf=5 mm Wely=3092 mm3 Welz=3092 mm3 ------------------------------------------------------------------------------------------------------------------------ ---------------INTERNAL FORCES AND CAPACITIES: N,Ed = 6.22 kN My,Ed = 0.09 kN*m Mz,Ed = 0.01 kN*m Vy,Ed = -0.05 kN Nc,Rd = 132.82 kN My,el,Rd = 0.85 kN*m Mz,el,Rd = 0.85 kN*m Vy,T,Rd = 39.63 kN Nb,Rd = 132.82 kN My,c,Rd = 0.85 kN*m Mz,c,Rd = 0.85 kN*m Vz,Ed = 0.24 kN Vz,T,Rd = 39.63 kN Tt,Ed = 0.00 kN*m Class of section = 3 ----------------------------------------------------------------------------------------------------------------------------- ----------LATERAL BUCKLING PARAMETERS: ----------------------------------------------------------------------------------------------------------------------------- ----------BUCKLING PARAMETERS: About y axis: About z axis: --------------------------------------------------------------------------------------------------------------------------------- ------VERIFICATION FORMULAS: Section strength check: N,Ed/Nc,Rd + My,Ed/My,c,Rd + Mz,Ed/Mz,c,Rd = 0.16 < 1.00 (6.2.1(7)) Vy,Ed/Vy,T,Rd = 0.00 < 1.00 (6.2.6-7) Vz,Ed/Vz,T,Rd = 0.01 < 1.00 (6.2.6-7) Tau,ty,Ed/(fy/(sqrt(3)*gM0)) = 0.00 < 1.00 (6.2.6) Tau,tz,Ed/(fy/(sqrt(3)*gM0)) = 0.00 < 1.00 (6.2.6) ----------------------------------------------------------------------------------------------------------------------------- ----------LIMIT DISPLACEMENTS Deflections (LOCAL SYSTEM): uy = 0 mm < uy max = L/200.00 = 1 mm Verified Governing Load Case: 5 Wind Y+ 20 m/s (f =1.00) Simulation uz = 0 mm < uz max = L/200.00 = 1 mm Verified Governing Load Case: 6 Wind X+ 20 m/s (f =1.00) Simulation (1) Displacements (GLOBAL SYSTEM): Not analyzed --------------------------------------------------------------------------------------------------------- ------------------------------- Section OK !!! Date : 02/05/23 Page : 61 RSAP2023 Author: Gama Syahid Address: Jl. Sordang No.16, Ds. Tembeng, Desa Lenek Lauk File: Structure Water Tank Project: Structure Water Tank Marunda Post Date : 02/05/23 Page : 62 RSAP2023 Author: Gama Syahid Address: Jl. Sordang No.16, Ds. Tembeng, Desa Lenek Lauk File: Structure Water Tank Project: Structure Water Tank Marunda Post STEEL DESIGN ----------------------------------------------------------------------------------------------------------------------------- ----------CODE: BS-EN 1993-1:2005/NA:2008/A1:2014, Eurocode 3: Design of steel structures. ANALYSIS TYPE: Member Verification ----------------------------------------------------------------------------------------------------------------------------- ----------CODE GROUP: POINT: 3 COORDINATE: x = 1.00 L = 0.39 m MEMBER: 9 Beam_9 ----------------------------------------------------------------------------------------------------------------------------- ----------LOADS: Governing Load Case: 36 ULS/25=1*1.35 + 3*1.05 + 5*1.50 1*1.35+3*1.05+5*1.50 ----------------------------------------------------------------------------------------------------------------------------- ----------MATERIAL: S275 ( S275 ) fy = 275.00 MPa ----------------------------------------------------------------------------------------------------------------------------- ----------SECTION PARAMETERS: EQA 50x5 h=50 mm gM0=1.00 gM1=1.00 b=50 mm Ay=250 mm2 Az=250 mm2 Ax=483 mm2 tw=5 mm Iy=111000 mm4 Iz=111000 mm4 Ix=3960 mm4 tf=5 mm Wely=3092 mm3 Welz=3092 mm3 ------------------------------------------------------------------------------------------------------ ---------------------------------INTERNAL FORCES AND CAPACITIES: N,Ed = -0.78 kN My,Ed = 0.01 kN*m Mz,Ed = 0.11 kN*m Vy,Ed = -0.39 kN Nt,Rd = 132.82 kN My,el,Rd = 0.85 kN*m Mz,el,Rd = 0.85 kN*m Vy,T,Rd = 39.69 kN My,c,Rd = 0.85 kN*m Mz,c,Rd = 0.85 kN*m Vz,Ed = 0.04 kN Vz,T,Rd = 39.69 kN Tt,Ed = -0.00 kN*m Class of section = 3 ----------------------------------------------------------------------------------------------------------------------------- ----------LATERAL BUCKLING PARAMETERS: ----------------------------------------------------------------------------------------------------------------------------- ----------BUCKLING PARAMETERS: About y axis: About z axis: ---------------------------------------------------------------------------------------------------------------------------------------VERIFICATION FORMULAS: Section strength check: N,Ed/Nt,Rd + My,Ed/My,c,Rd + Mz,Ed/Mz,c,Rd = 0.14 < 1.00 (6.2.1(7)) Vy,Ed/Vy,T,Rd = 0.01 < 1.00 (6.2.6-7) Vz,Ed/Vz,T,Rd = 0.00 < 1.00 (6.2.6-7) Tau,ty,Ed/(fy/(sqrt(3)*gM0)) = 0.00 < 1.00 (6.2.6) Tau,tz,Ed/(fy/(sqrt(3)*gM0)) = 0.00 < 1.00 (6.2.6) ----------------------------------------------------------------------------------------------------------------------------- ----------LIMIT DISPLACEMENTS Deflections (LOCAL SYSTEM): uy = 0 mm < uy max = L/200.00 = 2 mm Governing Load Case: 5 Wind Y+ 20 m/s (f =1.00) Simulation uz = 0 mm < uz max = L/200.00 = 2 mm Governing Load Case: 5 Wind Y+ 20 m/s (f =1.00) Simulation Verified Verified Displacements (GLOBAL SYSTEM): Not analyzed ----------------------------------------------------------------------------------------------------------------------------- ----------- Section OK !!! Date : 02/05/23 Page : 63 RSAP2023 Author: Gama Syahid Address: Jl. Sordang No.16, Ds. Tembeng, Desa Lenek Lauk File: Structure Water Tank Project: Structure Water Tank Marunda Post Date : 02/05/23 Page : 64 RSAP2023 Author: Gama Syahid Address: Jl. Sordang No.16, Ds. Tembeng, Desa Lenek Lauk File: Structure Water Tank Project: Structure Water Tank Marunda Post STEEL DESIGN ----------------------------------------------------------------------------------------------------------------------------- ----------CODE: BS-EN 1993-1:2005/NA:2008/A1:2014, Eurocode 3: Design of steel structures. ANALYSIS TYPE: Member Verification ----------------------------------------------------------------------------------------------------------------------------- ----------CODE GROUP: POINT: 1 COORDINATE: x = 0.00 L = 0.00 m MEMBER: 10 Beam_10 ----------------------------------------------------------------------------------------------------------------------------- ----------LOADS: Governing Load Case: 36 ULS/25=1*1.35 + 3*1.05 + 5*1.50 1*1.35+3*1.05+5*1.50 ---------------------------------------------------------------------------------------------------------------------------------------MATERIAL: S275 ( S275 ) fy = 275.00 MPa --------------------------------------------------------------------------------------------- ------------------------------------------SECTION PARAMETERS: EQA 50x5 h=50 mm gM0=1.00 gM1=1.00 b=50 mm Ay=250 mm2 Az=250 mm2 Ax=483 mm2 tw=5 mm Iy=111000 mm4 Iz=111000 mm4 Ix=3960 mm4 tf=5 mm Wely=3092 mm3 Welz=3092 mm3 ----------------------------------------------------------------------------------------------------------------------------- ----------INTERNAL FORCES AND CAPACITIES: N,Ed = 6.38 kN My,Ed = -0.10 kN*m Mz,Ed = -0.00 kN*m Vy,Ed = -0.02 kN Nc,Rd = 132.82 kN My,el,Rd = 0.85 kN*m Mz,el,Rd = 0.85 kN*m Vy,T,Rd = 39.69 kN Nb,Rd = 132.82 kN My,c,Rd = 0.85 kN*m Mz,c,Rd = 0.85 kN*m Vz,Ed = 0.18 kN Vz,T,Rd = 39.69 kN Tt,Ed = 0.00 kN*m Class of section = 3 ----------------------------------------------------------------------------------------------------------------------------- ----------LATERAL BUCKLING PARAMETERS: ----------------------------------------------------------------------------------------------------------------------------- ----------BUCKLING PARAMETERS: About y axis: About z axis: ----------------------------------------------------------------------------------------------------------------------------- ----------VERIFICATION FORMULAS: Section strength check: N,Ed/Nc,Rd + My,Ed/My,c,Rd + Mz,Ed/Mz,c,Rd = 0.10 < 1.00 (6.2.1(7)) Vy,Ed/Vy,T,Rd = 0.00 < 1.00 (6.2.6-7) Vz,Ed/Vz,T,Rd = 0.00 < 1.00 (6.2.6-7) Tau,ty,Ed/(fy/(sqrt(3)*gM0)) = 0.00 < 1.00 (6.2.6) Tau,tz,Ed/(fy/(sqrt(3)*gM0)) = 0.00 < 1.00 (6.2.6) ---------------------------------------------------------------------------------------------------------------------------------------LIMIT DISPLACEMENTS Deflections (LOCAL SYSTEM): uy = 0 mm < uy max = L/200.00 = 3 mm Verified Governing Load Case: 6 Wind X+ 20 m/s (f =1.00) Simulation (1) uz = 0 mm < uz max = L/200.00 = 3 mm Verified Governing Load Case: 5 Wind Y+ 20 m/s (f =1.00) Simulation Displacements (GLOBAL SYSTEM): Not analyzed ----------------------------------------------------------------------------------------------------------------------------- ----------- Section OK !!! Date : 02/05/23 Page : 65 RSAP2023 Author: Gama Syahid Address: Jl. Sordang No.16, Ds. Tembeng, Desa Lenek Lauk File: Structure Water Tank Project: Structure Water Tank Marunda Post Date : 02/05/23 Page : 66 RSAP2023 Author: Gama Syahid Address: Jl. Sordang No.16, Ds. Tembeng, Desa Lenek Lauk File: Structure Water Tank Project: Structure Water Tank Marunda Post STEEL DESIGN ----------------------------------------------------------------------------------------------------------------------------- ----------CODE: BS-EN 1993-1:2005/NA:2008/A1:2014, Eurocode 3: Design of steel structures. ANALYSIS TYPE: Member Verification ----------------------------------------------------------------------------------------------------------------------------- ----------CODE GROUP: POINT: 3 COORDINATE: x = 1.00 L = 0.39 m MEMBER: 11 Beam_11 ---------------------------------------------------------------------------------------------------------------------------------------LOADS: Governing Load Case: 63 ULS/52=1*1.00 + 5*1.50 1*1.00+5*1.50 ---------------------------------------------------------------------------------------------------------------------------------------MATERIAL: S275 ( S275 ) fy = 275.00 MPa ----------------------------------------------------------------------------------------------------------------------------- ----------SECTION PARAMETERS: EQA 50x5 h=50 mm gM0=1.00 gM1=1.00 b=50 mm Ay=250 mm2 Az=250 mm2 Ax=483 mm2 tw=5 mm Iy=111000 mm4 Iz=111000 mm4 Ix=3960 mm4 tf=5 mm Wply=5684 mm3 Wplz=5684 mm3 ----------------------------------------------------------------------------------------------------------------------------- ----------INTERNAL FORCES AND CAPACITIES: N,Ed = 1.04 kN My,Ed = 0.10 kN*m Mz,Ed = 0.01 kN*m Vy,Ed = -0.04 kN Nc,Rd = 132.82 kN My,pl,Rd = 1.56 kN*m Mz,pl,Rd = 1.56 kN*m Vy,T,Rd = 39.69 kN Nb,Rd = 132.82 kN My,c,Rd = 1.56 kN*m Mz,c,Rd = 1.56 kN*m Vz,Ed = 0.37 kN MN,y,Rd = 1.56 kN*m MN,z,Rd = 1.56 kN*m Vz,T,Rd = 39.69 kN Tt,Ed = -0.00 kN*m Class of section = 1 ----------------------------------------------------------------------------------------------------------------------------- ----------LATERAL BUCKLING PARAMETERS: ----------------------------------------------------------------------------------------------------------------------------- ----------BUCKLING PARAMETERS: About y axis: About z axis: ----------------------------------------------------------------------------------------------------------------------------- ----------VERIFICATION FORMULAS: Section strength check: N,Ed/Nc,Rd = 0.01 < 1.00 (6.2.4.(1)) My,Ed/MN,y,Rd = 0.06 < 1.00 (6.2.9.1.(2)) Mz,Ed/MN,z,Rd = 0.01 < 1.00 (6.2.9.1.(2)) (My,Ed/MN,y,Rd)^ 1.00 + (Mz,Ed/MN,z,Rd)^1.00 = 0.07 < 1.00 (6.2.9.1.(6)) Vy,Ed/Vy,T,Rd = 0.00 < 1.00 (6.2.6-7) Vz,Ed/Vz,T,Rd = 0.01 < 1.00 (6.2.6-7) Tau,ty,Ed/(fy/(sqrt(3)*gM0)) = 0.00 < 1.00 (6.2.6) Tau,tz,Ed/(fy/(sqrt(3)*gM0)) = 0.00 < 1.00 (6.2.6) ----------------------------------------------------------------------------------------------------------------------------- ----------LIMIT DISPLACEMENTS Deflections (LOCAL SYSTEM): uy = 0 mm < uy max = L/200.00 = 2 mm Governing Load Case: 5 Wind Y+ 20 m/s (f =1.00) Simulation uz = 0 mm < uz max = L/200.00 = 2 mm Governing Load Case: 5 Wind Y+ 20 m/s (f =1.00) Simulation Verified Verified Displacements (GLOBAL SYSTEM): Not analyzed ----------------------------------------------------------------------------------------------------------------------------- ----------- Date : 02/05/23 Page : 67 RSAP2023 Author: Gama Syahid Address: Jl. Sordang No.16, Ds. Tembeng, Desa Lenek Lauk File: Structure Water Tank Project: Structure Water Tank Marunda Post Section OK !!! Date : 02/05/23 Page : 68 RSAP2023 Author: Gama Syahid Address: Jl. Sordang No.16, Ds. Tembeng, Desa Lenek Lauk File: Structure Water Tank Project: Structure Water Tank Marunda Post STEEL DESIGN ----------------------------------------------------------------------------------------------------------------------------- ----------CODE: BS-EN 1993-1:2005/NA:2008/A1:2014, Eurocode 3: Design of steel structures. ANALYSIS TYPE: Member Verification ----------------------------------------------------------------------------------------------------------------------------- ----------CODE GROUP: POINT: 3 COORDINATE: x = 1.00 L = 0.29 m MEMBER: 12 Beam_12 ---------------------------------------------------------------------------------------------------------------------------------------LOADS: Governing Load Case: 35 ULS/24=1*1.35 + 3*1.05 + 4*1.50 1*1.35+3*1.05+4*1.50 ----------------------------------------------------------------------------------------------------------------------------- ----------MATERIAL: S275 ( S275 ) fy = 275.00 MPa ---------------------------------------------------------------------------------------------------------------------------------------SECTION PARAMETERS: EQA 50x5 h=50 mm gM0=1.00 gM1=1.00 b=50 mm Ay=250 mm2 Az=250 mm2 Ax=483 mm2 tw=5 mm Iy=111000 mm4 Iz=111000 mm4 Ix=3960 mm4 tf=5 mm Wely=3092 mm3 Welz=3092 mm3 ----------------------------------------------------------------------------------------------------------------------------- ----------INTERNAL FORCES AND CAPACITIES: N,Ed = 6.16 kN My,Ed = -0.01 kN*m Mz,Ed = -0.09 kN*m Vy,Ed = 0.24 kN Nc,Rd = 132.82 kN My,el,Rd = 0.85 kN*m Mz,el,Rd = 0.85 kN*m Vy,T,Rd = 39.63 kN Nb,Rd = 132.82 kN My,c,Rd = 0.85 kN*m Mz,c,Rd = 0.85 kN*m Vz,Ed = -0.03 kN Vz,T,Rd = 39.63 kN Tt,Ed = -0.00 kN*m Class of section = 3 ----------------------------------------------------------------------------------------------------------------------------- ----------LATERAL BUCKLING PARAMETERS: ----------------------------------------------------------------------------------------------------------------------------- ----------BUCKLING PARAMETERS: About y axis: About z axis: ----------------------------------------------------------------------------------------------------------------------------- ----------VERIFICATION FORMULAS: Section strength check: N,Ed/Nc,Rd + My,Ed/My,c,Rd + Mz,Ed/Mz,c,Rd = 0.15 < 1.00 (6.2.1(7)) Vy,Ed/Vy,T,Rd = 0.01 < 1.00 (6.2.6-7) Vz,Ed/Vz,T,Rd = 0.00 < 1.00 (6.2.6-7) Tau,ty,Ed/(fy/(sqrt(3)*gM0)) = 0.00 < 1.00 (6.2.6) Tau,tz,Ed/(fy/(sqrt(3)*gM0)) = 0.00 < 1.00 (6.2.6) ---------------------------------------------------------------------------------------------------------------------------------------LIMIT DISPLACEMENTS Deflections (LOCAL SYSTEM): uy = 0 mm < uy max = L/200.00 = 1 mm Verified Governing Load Case: 6 Wind X+ 20 m/s (f =1.00) Simulation (1) uz = 0 mm < uz max = L/200.00 = 1 mm Verified Governing Load Case: 5 Wind Y+ 20 m/s (f =1.00) Simulation Displacements (GLOBAL SYSTEM): Not analyzed ----------------------------------------------------------------------------------------------------------------------------- ----------- Section OK !!! Date : 02/05/23 Page : 69 RSAP2023 Author: Gama Syahid Address: Jl. Sordang No.16, Ds. Tembeng, Desa Lenek Lauk File: Structure Water Tank Project: Structure Water Tank Marunda Post Date : 02/05/23 Page : 70 RSAP2023 Author: Gama Syahid Address: Jl. Sordang No.16, Ds. Tembeng, Desa Lenek Lauk File: Structure Water Tank Project: Structure Water Tank Marunda Post STEEL DESIGN ----------------------------------------------------------------------------------------------------------------------------- ----------CODE: BS-EN 1993-1:2005/NA:2008/A1:2014, Eurocode 3: Design of steel structures. ANALYSIS TYPE: Member Verification ----------------------------------------------------------------------------------------------------------------------------- ----------CODE GROUP: POINT: 1 COORDINATE: x = 0.00 L = 0.00 m MEMBER: 13 Beam_13 ---------------------------------------------------------------------------------------------------------------------------------------LOADS: Governing Load Case: 36 ULS/25=1*1.35 + 3*1.05 + 5*1.50 1*1.35+3*1.05+5*1.50 ---------------------------------------------------------------------------------------------------------------------------------------MATERIAL: S275 ( S275 ) fy = 275.00 MPa --------------------------------------------------------------------------------------------------------------------------- ------------SECTION PARAMETERS: EQA 50x5 h=50 mm gM0=1.00 gM1=1.00 b=50 mm Ay=250 mm2 Az=250 mm2 Ax=483 mm2 tw=5 mm Iy=111000 mm4 Iz=111000 mm4 Ix=3960 mm4 tf=5 mm Wely=3092 mm3 Welz=3092 mm3 ----------------------------------------------------------------------------------------------------------------------------- ----------INTERNAL FORCES AND CAPACITIES: N,Ed = 6.46 kN My,Ed = 0.00 kN*m Mz,Ed = 0.11 kN*m Vy,Ed = 0.19 kN Nc,Rd = 132.82 kN My,el,Rd = 0.85 kN*m Mz,el,Rd = 0.85 kN*m Vy,T,Rd = 39.68 kN Nb,Rd = 132.82 kN My,c,Rd = 0.85 kN*m Mz,c,Rd = 0.85 kN*m Vz,Ed = -0.01 kN Vz,T,Rd = 39.68 kN Tt,Ed = -0.00 kN*m Class of section = 3 ----------------------------------------------------------------------------------------------------------------------------- ----------LATERAL BUCKLING PARAMETERS: ----------------------------------------------------------------------------------------------------------------------------- ----------BUCKLING PARAMETERS: About y axis: About z axis: ----------------------------------------------------------------------------------------------------------------------------- ----------VERIFICATION FORMULAS: Section strength check: N,Ed/Nc,Rd + My,Ed/My,c,Rd + Mz,Ed/Mz,c,Rd = 0.10 < 1.00 (6.2.1(7)) Vy,Ed/Vy,T,Rd = 0.00 < 1.00 (6.2.6-7) Vz,Ed/Vz,T,Rd = 0.00 < 1.00 (6.2.6-7) Tau,ty,Ed/(fy/(sqrt(3)*gM0)) = 0.00 < 1.00 (6.2.6) Tau,tz,Ed/(fy/(sqrt(3)*gM0)) = 0.00 < 1.00 (6.2.6) ---------------------------------------------------------------------------------------------------------------------------------------LIMIT DISPLACEMENTS Deflections (LOCAL SYSTEM): uy = 0 mm < uy max = L/200.00 = 3 mm Verified Governing Load Case: 5 Wind Y+ 20 m/s (f =1.00) Simulation uz = 0 mm < uz max = L/200.00 = 3 mm Verified Governing Load Case: 6 Wind X+ 20 m/s (f =1.00) Simulation (1) Displacements (GLOBAL SYSTEM): Not analyzed ----------------------------------------------------------------------------------------------------------------------------- ----------- Section OK !!! Date : 02/05/23 Page : 71 RSAP2023 Author: Gama Syahid Address: Jl. Sordang No.16, Ds. Tembeng, Desa Lenek Lauk File: Structure Water Tank Project: Structure Water Tank Marunda Post Date : 02/05/23 Page : 72 RSAP2023 Author: Gama Syahid Address: Jl. Sordang No.16, Ds. Tembeng, Desa Lenek Lauk File: Structure Water Tank Project: Structure Water Tank Marunda Post STEEL DESIGN ----------------------------------------------------------------------------------------------------------------------------- ----------CODE: BS-EN 1993-1:2005/NA:2008/A1:2014, Eurocode 3: Design of steel structures. ANALYSIS TYPE: Member Verification ----------------------------------------------------------------------------------------------------------------------------- ----------CODE GROUP: POINT: 3 COORDINATE: x = 1.00 L = 0.39 m MEMBER: 14 Beam_14 ---------------------------------------------------------------------------------------------------------------------------------------LOADS: Governing Load Case: 63 ULS/52=1*1.00 + 5*1.50 1*1.00+5*1.50 ---------------------------------------------------------------------------------------------------------------------------------------MATERIAL: S275 ( S275 ) fy = 275.00 MPa ----------------------------------------------------------------------------------------------------------------------------- ----------SECTION PARAMETERS: EQA 50x5 h=50 mm gM0=1.00 gM1=1.00 b=50 mm Ay=250 mm2 Az=250 mm2 Ax=483 mm2 tw=5 mm Iy=111000 mm4 Iz=111000 mm4 Ix=3960 mm4 tf=5 mm Wply=5684 mm3 Wplz=5684 mm3 ----------------------------------------------------------------------------------------------------------------------------- ----------INTERNAL FORCES AND CAPACITIES: N,Ed = 1.15 kN My,Ed = -0.01 kN*m Mz,Ed = -0.12 kN*m Vy,Ed = 0.45 kN Nc,Rd = 132.82 kN My,pl,Rd = 1.56 kN*m Mz,pl,Rd = 1.56 kN*m Vy,T,Rd = 39.68 kN Nb,Rd = 132.82 kN My,c,Rd = 1.56 kN*m Mz,c,Rd = 1.56 kN*m Vz,Ed = -0.04 kN MN,y,Rd = 1.56 kN*m MN,z,Rd = 1.56 kN*m Vz,T,Rd = 39.68 kN Tt,Ed = 0.00 kN*m Class of section = 1 ----------------------------------------------------------------------------------------------------------------------------- ----------LATERAL BUCKLING PARAMETERS: ----------------------------------------------------------------------------------------------------------------------------- ----------BUCKLING PARAMETERS: About y axis: About z axis: ----------------------------------------------------------------------------------------------------------------------------- ----------VERIFICATION FORMULAS: Section strength check: N,Ed/Nc,Rd = 0.01 < 1.00 (6.2.4.(1)) My,Ed/MN,y,Rd = 0.01 < 1.00 (6.2.9.1.(2)) Mz,Ed/MN,z,Rd = 0.07 < 1.00 (6.2.9.1.(2)) (My,Ed/MN,y,Rd)^ 1.00 + (Mz,Ed/MN,z,Rd)^1.00 = 0.08 < 1.00 (6.2.9.1.(6)) Vy,Ed/Vy,T,Rd = 0.01 < 1.00 (6.2.6-7) Vz,Ed/Vz,T,Rd = 0.00 < 1.00 (6.2.6-7) Tau,ty,Ed/(fy/(sqrt(3)*gM0)) = 0.00 < 1.00 (6.2.6) Tau,tz,Ed/(fy/(sqrt(3)*gM0)) = 0.00 < 1.00 (6.2.6) ----------------------------------------------------------------------------------------------------------------------------- ----------LIMIT DISPLACEMENTS Deflections (LOCAL SYSTEM): uy = 0 mm < uy max = L/200.00 = 2 mm Governing Load Case: 5 Wind Y+ 20 m/s (f =1.00) Simulation uz = 0 mm < uz max = L/200.00 = 2 mm Governing Load Case: 5 Wind Y+ 20 m/s (f =1.00) Simulation Verified Verified Displacements (GLOBAL SYSTEM): Not analyzed ----------------------------------------------------------------------------------- ----------------------------------------------------- Date : 02/05/23 Page : 73 RSAP2023 Author: Gama Syahid Address: Jl. Sordang No.16, Ds. Tembeng, Desa Lenek Lauk File: Structure Water Tank Project: Structure Water Tank Marunda Post Section OK !!! Date : 02/05/23 Page : 74 RSAP2023 Author: Gama Syahid Address: Jl. Sordang No.16, Ds. Tembeng, Desa Lenek Lauk File: Structure Water Tank Project: Structure Water Tank Marunda Post STEEL DESIGN ----------------------------------------------------------------------------------------------------------------------------- ----------CODE: BS-EN 1993-1:2005/NA:2008/A1:2014, Eurocode 3: Design of steel structures. ANALYSIS TYPE: Member Verification ----------------------------------------------------------------------------------------------------------------------------- ----------CODE GROUP: POINT: 3 COORDINATE: x = 1.00 L = 0.29 m MEMBER: 15 Beam_15 ---------------------------------------------------------------------------------------------------------------------------------------LOADS: Governing Load Case: 63 ULS/52=1*1.00 + 5*1.50 1*1.00+5*1.50 ---------------------------------------------------------------------------------------------------------------------------------------MATERIAL: S275 ( S275 ) fy = 275.00 MPa ----------------------------------------------------------------------------------------------------------------------------- ----------SECTION PARAMETERS: EQA 50x5 h=50 mm gM0=1.00 gM1=1.00 b=50 mm Ay=250 mm2 Az=250 mm2 Ax=483 mm2 tw=5 mm Iy=111000 mm4 Iz=111000 mm4 Ix=3960 mm4 tf=5 mm Wely=3092 mm3 Welz=3092 mm3 ----------------------------------------------------------------------------------------------------------------------------- ----------INTERNAL FORCES AND CAPACITIES: N,Ed = 4.25 kN My,Ed = 0.01 kN*m Mz,Ed = 0.16 kN*m Vy,Ed = -0.81 kN Nc,Rd = 132.82 kN My,el,Rd = 0.85 kN*m Mz,el,Rd = 0.85 kN*m Vy,T,Rd = 39.68 kN Nb,Rd = 132.82 kN My,c,Rd = 0.85 kN*m Mz,c,Rd = 0.85 kN*m Vz,Ed = 0.04 kN Vz,T,Rd = 39.68 kN Tt,Ed = -0.00 kN*m Class of section = 3 ---------------------------------------------------------------------------------------------------------------------------------------LATERAL BUCKLING PARAMETERS: ----------------------------------------------------------------------------------------------------------------------------- ----------BUCKLING PARAMETERS: About y axis: About z axis: ----------------------------------------------------------------------------------------------------------------------------- ----------VERIFICATION FORMULAS: Section strength check: N,Ed/Nc,Rd + My,Ed/My,c,Rd + Mz,Ed/Mz,c,Rd = 0.16 < 1.00 (6.2.1(7)) Vy,Ed/Vy,T,Rd = 0.02 < 1.00 (6.2.6-7) Vz,Ed/Vz,T,Rd = 0.00 < 1.00 (6.2.6-7) Tau,ty,Ed/(fy/(sqrt(3)*gM0)) = 0.00 < 1.00 (6.2.6) Tau,tz,Ed/(fy/(sqrt(3)*gM0)) = 0.00 < 1.00 (6.2.6) ---------------------------------------------------------------------------------------------------------------------------------------LIMIT DISPLACEMENTS Deflections (LOCAL SYSTEM): uy = 0 mm < uy max = L/200.00 = 1 mm Verified Governing Load Case: 5 Wind Y+ 20 m/s (f =1.00) Simulation uz = 0 mm < uz max = L/200.00 = 1 mm Verified Governing Load Case: 6 Wind X+ 20 m/s (f =1.00) Simulation (1) Displacements (GLOBAL SYSTEM): Not analyzed ----------------------------------------------------------------------------------------------------------------------------- ----------- Section OK !!! Date : 02/05/23 Page : 75 RSAP2023 Author: Gama Syahid Address: Jl. Sordang No.16, Ds. Tembeng, Desa Lenek Lauk File: Structure Water Tank Project: Structure Water Tank Marunda Post Date : 02/05/23 Page : 76 RSAP2023 Author: Gama Syahid Address: Jl. Sordang No.16, Ds. Tembeng, Desa Lenek Lauk File: Structure Water Tank Project: Structure Water Tank Marunda Post STEEL DESIGN ----------------------------------------------------------------------------------------------------------------------------- ----------CODE: BS-EN 1993-1:2005/NA:2008/A1:2014, Eurocode 3: Design of steel structures. ANALYSIS TYPE: Member Verification ----------------------------------------------------------------------------------------------------------------------------- ----------CODE GROUP: POINT: 3 COORDINATE: x = 1.00 L = 0.39 m MEMBER: 16 Beam_16 ---------------------------------------------------------------------------------------------------------------------------------------LOADS: Governing Load Case: 36 ULS/25=1*1.35 + 3*1.05 + 5*1.50 1*1.35+3*1.05+5*1.50 ---------------------------------------------------------------------------------------------------------------------------------------MATERIAL: S275 ( S275 ) fy = 275.00 MPa --------------------------------------------------------------------------------------------------------------------------- ------------SECTION PARAMETERS: EQA 50x5 h=50 mm gM0=1.00 gM1=1.00 b=50 mm Ay=250 mm2 Az=250 mm2 Ax=483 mm2 tw=5 mm Iy=111000 mm4 Iz=111000 mm4 Ix=3960 mm4 tf=5 mm Wely=3092 mm3 Welz=3092 mm3 ----------------------------------------------------------------------------------------------------------------------------- ----------INTERNAL FORCES AND CAPACITIES: N,Ed = -0.89 kN My,Ed = -0.13 kN*m Mz,Ed = -0.01 kN*m Vy,Ed = 0.05 kN Nt,Rd = 132.82 kN My,el,Rd = 0.85 kN*m Mz,el,Rd = 0.85 kN*m Vy,T,Rd = 39.68 kN My,c,Rd = 0.85 kN*m Mz,c,Rd = 0.85 kN*m Vz,Ed = -0.47 kN Vz,T,Rd = 39.68 kN Tt,Ed = 0.00 kN*m Class of section = 3 --------------------------------------------------------------------------------------------------------------------------------------- LATERAL BUCKLING PARAMETERS: ---------------------------------------------------------------------------------------------------------------------------------------BUCKLING PARAMETERS: About y axis: About z axis: ----------------------------------------------------------------------------------------------------------------------------- ----------VERIFICATION FORMULAS: Section strength check: N,Ed/Nt,Rd + My,Ed/My,c,Rd + Mz,Ed/Mz,c,Rd = 0.16 < 1.00 (6.2.1(7)) Vy,Ed/Vy,T,Rd = 0.00 < 1.00 (6.2.6-7) Vz,Ed/Vz,T,Rd = 0.01 < 1.00 (6.2.6-7) Tau,ty,Ed/(fy/(sqrt(3)*gM0)) = 0.00 < 1.00 (6.2.6) Tau,tz,Ed/(fy/(sqrt(3)*gM0)) = 0.00 < 1.00 (6.2.6) ---------------------------------------------------------------------------------------------------------------------------------------LIMIT DISPLACEMENTS Deflections (LOCAL SYSTEM): uy = 0 mm < uy max = L/200.00 = 2 mm Governing Load Case: 5 Wind Y+ 20 m/s (f =1.00) Simulation uz = 0 mm < uz max = L/200.00 = 2 mm Governing Load Case: 5 Wind Y+ 20 m/s (f =1.00) Simulation Verified Verified Displacements (GLOBAL SYSTEM): Not analyzed ------------------------------------------------------------------------------------------------------------- --------------------------- Section OK !!! Date : 02/05/23 Page : 77 RSAP2023 Author: Gama Syahid Address: Jl. Sordang No.16, Ds. Tembeng, Desa Lenek Lauk File: Structure Water Tank Project: Structure Water Tank Marunda Post Date : 02/05/23 Page : 78 RSAP2023 Author: Gama Syahid Address: Jl. Sordang No.16, Ds. Tembeng, Desa Lenek Lauk File: Structure Water Tank Project: Structure Water Tank Marunda Post STEEL DESIGN ---------------------------------------------------------------------------------------------------------------------------------------CODE: BS-EN 1993-1:2005/NA:2008/A1:2014, Eurocode 3: Design of steel structures. ANALYSIS TYPE: Member Verification ---------------------------------------------------------------------------------------------------------------------------------------CODE GROUP: POINT: 1 COORDINATE: x = 0.00 L = 0.00 m MEMBER: 17 Beam_17 ---------------------------------------------------------------------------------------------------------------------------------------LOADS: Governing Load Case: 45 ULS/34=1*1.35 + 5*1.50 1*1.35+5*1.50 -------------------------------------------------------------------------------------------------------------------- -------------------MATERIAL: S275 ( S275 ) fy = 275.00 MPa ----------------------------------------------------------------------------------------------------------------------------- ----------SECTION PARAMETERS: EQA 50x5 h=50 mm gM0=1.00 gM1=1.00 b=50 mm Ay=250 mm2 Az=250 mm2 Ax=483 mm2 tw=5 mm Iy=111000 mm4 Iz=111000 mm4 Ix=3960 mm4 tf=5 mm Wply=5684 mm3 Wplz=5684 mm3 ------------------------------------------------------------------------------------------------------ ---------------------------------INTERNAL FORCES AND CAPACITIES: N,Ed = 2.21 kN My,Ed = 0.22 kN*m Mz,Ed = 0.01 kN*m Vy,Ed = 0.01 kN Nc,Rd = 132.82 kN My,pl,Rd = 1.56 kN*m Mz,pl,Rd = 1.56 kN*m Vy,T,Rd = 39.65 kN Nb,Rd = 132.82 kN My,c,Rd = 1.56 kN*m Mz,c,Rd = 1.56 kN*m Vz,Ed = -0.23 kN MN,y,Rd = 1.56 kN*m MN,z,Rd = 1.56 kN*m Vz,T,Rd = 39.65 kN Tt,Ed = 0.00 kN*m Class of section = 1 ------------------------------------------------------------------------------------------------------------- --------------------------LATERAL BUCKLING PARAMETERS: ----------------------------------------------------------------------------------------------------------------------------- ----------BUCKLING PARAMETERS: About y axis: About z axis: ----------------------------------------------------------------------------------------------------------------------------- ----------VERIFICATION FORMULAS: Section strength check: N,Ed/Nc,Rd = 0.02 < 1.00 (6.2.4.(1)) My,Ed/MN,y,Rd = 0.14 < 1.00 (6.2.9.1.(2)) Mz,Ed/MN,z,Rd = 0.01 < 1.00 (6.2.9.1.(2)) (My,Ed/MN,y,Rd)^ 1.00 + (Mz,Ed/MN,z,Rd)^1.00 = 0.15 < 1.00 (6.2.9.1.(6)) Vy,Ed/Vy,T,Rd = 0.00 < 1.00 (6.2.6-7) Vz,Ed/Vz,T,Rd = 0.01 < 1.00 (6.2.6-7) Tau,ty,Ed/(fy/(sqrt(3)*gM0)) = 0.00 < 1.00 (6.2.6) Tau,tz,Ed/(fy/(sqrt(3)*gM0)) = 0.00 < 1.00 (6.2.6) ---------------------------------------------------------------------------------------------------------------------------- -----------LIMIT DISPLACEMENTS Deflections (LOCAL SYSTEM): uy = 0 mm < uy max = L/200.00 = 5 mm Verified Governing Load Case: 6 Wind X+ 20 m/s (f =1.00) Simulation (1) uz = 0 mm < uz max = L/200.00 = 5 mm Verified Governing Load Case: 5 Wind Y+ 20 m/s (f =1.00) Simulation Displacements (GLOBAL SYSTEM): Not analyzed ---------------------------------------------------------------------------------------------------------------------------------------- Date : 02/05/23 Page : 79 RSAP2023 Author: Gama Syahid Address: Jl. Sordang No.16, Ds. Tembeng, Desa Lenek Lauk File: Structure Water Tank Project: Structure Water Tank Marunda Post Section OK !!! Date : 02/05/23 Page : 80 RSAP2023 Author: Gama Syahid Address: Jl. Sordang No.16, Ds. Tembeng, Desa Lenek Lauk File: Structure Water Tank Project: Structure Water Tank Marunda Post STEEL DESIGN ----------------------------------------------------------------------------------------------------------------------------- ----------CODE: BS-EN 1993-1:2005/NA:2008/A1:2014, Eurocode 3: Design of steel structures. ANALYSIS TYPE: Member Verification ----------------------------------------------------------------------------------------------------------------------------- ----------CODE GROUP: POINT: 1 COORDINATE: x = 0.00 L = 0.00 m MEMBER: 18 Beam_18 ----------------------------------------------------------------------------------------------------------------------------- ----------LOADS: Governing Load Case: 63 ULS/52=1*1.00 + 5*1.50 1*1.00+5*1.50 ----------------------------------------------------------------------------------------------------------------------------- ----------MATERIAL: S275 ( S275 ) fy = 275.00 MPa ---------------------------------------------------------------------------------------------------------------------------------------SECTION PARAMETERS: EQA 50x5 h=50 mm gM0=1.00 gM1=1.00 b=50 mm Ay=250 mm2 Az=250 mm2 Ax=483 mm2 tw=5 mm Iy=111000 mm4 Iz=111000 mm4 Ix=3960 mm4 tf=5 mm Wely=3092 mm3 Welz=3092 mm3 ----------------------------------------------------------------------------------------------------------------------------- ----------INTERNAL FORCES AND CAPACITIES: N,Ed = 4.35 kN My,Ed = -0.00 kN*m Mz,Ed = 0.22 kN*m Vy,Ed = 0.23 kN Nc,Rd = 132.82 kN My,el,Rd = 0.85 kN*m Mz,el,Rd = 0.85 kN*m Vy,T,Rd = 39.65 kN Nb,Rd = 132.82 kN My,c,Rd = 0.85 kN*m Mz,c,Rd = 0.85 kN*m Vz,Ed = 0.00 kN Vz,T,Rd = 39.65 kN Tt,Ed = 0.00 kN*m Class of section = 3 ----------------------------------------------------------------------------------------------------------------------------- ----------LATERAL BUCKLING PARAMETERS: ---------------------------------------------------------------------------------------------------------------------------------------BUCKLING PARAMETERS: About y axis: About z axis: ----------------------------------------------------------------------------------------------------------------------------- ----------VERIFICATION FORMULAS: Section strength check: N,Ed/Nc,Rd + My,Ed/My,c,Rd + Mz,Ed/Mz,c,Rd = 0.22 < 1.00 (6.2.1(7)) Vy,Ed/Vy,T,Rd = 0.01 < 1.00 (6.2.6-7) Vz,Ed/Vz,T,Rd = 0.00 < 1.00 (6.2.6-7) Tau,ty,Ed/(fy/(sqrt(3)*gM0)) = 0.00 < 1.00 (6.2.6) Tau,tz,Ed/(fy/(sqrt(3)*gM0)) = 0.00 < 1.00 (6.2.6) ---------------------------------------------------------------------------------------------------------------------------------------LIMIT DISPLACEMENTS Deflections (LOCAL SYSTEM): uy = 0 mm < uy max = L/200.00 = 5 mm Verified Governing Load Case: 5 Wind Y+ 20 m/s (f =1.00) Simulation uz = 0 mm < uz max = L/200.00 = 5 mm Verified Governing Load Case: 6 Wind X+ 20 m/s (f =1.00) Simulation (1) Displacements (GLOBAL SYSTEM): Not analyzed ----------------------------------------------------------------------------------------------------------------------------- ----------- Section OK !!! Date : 02/05/23 Page : 81 RSAP2023 Author: Gama Syahid Address: Jl. Sordang No.16, Ds. Tembeng, Desa Lenek Lauk File: Structure Water Tank Project: Structure Water Tank Marunda Post Date : 02/05/23 Page : 82 RSAP2023 Author: Gama Syahid Address: Jl. Sordang No.16, Ds. Tembeng, Desa Lenek Lauk File: Structure Water Tank Project: Structure Water Tank Marunda Post STEEL DESIGN ----------------------------------------------------------------------------------------------------------------------------- ----------CODE: BS-EN 1993-1:2005/NA:2008/A1:2014, Eurocode 3: Design of steel structures. ANALYSIS TYPE: Member Verification ----------------------------------------------------------------------------------------------------------------------------- ----------CODE GROUP: POINT: 1 COORDINATE: x = 0.00 L = 0.00 m MEMBER: 19 Beam_19 ---------------------------------------------------------------------------------------------------------------------------------------LOADS: Governing Load Case: 36 ULS/25=1*1.35 + 3*1.05 + 5*1.50 1*1.35+3*1.05+5*1.50 ---------------------------------------------------------------------------------------------------------------------------------------MATERIAL: S275 ( S275 ) fy = 275.00 MPa --------------------------------------------------------------------------------------------------------------------------- ------------SECTION PARAMETERS: EQA 50x5 h=50 mm gM0=1.00 gM1=1.00 b=50 mm Ay=250 mm2 Az=250 mm2 Ax=483 mm2 tw=5 mm Iy=111000 mm4 Iz=111000 mm4 Ix=3960 mm4 tf=5 mm Wply=5684 mm3 Wplz=5684 mm3 ----------------------------------------------------------------------------------------------------------------------------- ----------INTERNAL FORCES AND CAPACITIES: N,Ed = 2.88 kN My,Ed = -0.00 kN*m Mz,Ed = -0.21 kN*m Vy,Ed = -0.20 kN Nc,Rd = 132.82 kN My,pl,Rd = 1.56 kN*m Mz,pl,Rd = 1.56 kN*m Vy,T,Rd = 39.69 kN Nb,Rd = 132.82 kN My,c,Rd = 1.56 kN*m Mz,c,Rd = 1.56 kN*m Vz,Ed = 0.01 kN MN,y,Rd = 1.56 kN*m MN,z,Rd = 1.56 kN*m Vz,T,Rd = 39.69 kN Tt,Ed = -0.00 kN*m Class of section = 1 ----------------------------------------------------------------------------------------------------------------------------- ----------LATERAL BUCKLING PARAMETERS: ----------------------------------------------------------------------------------------------------------------------------- ----------BUCKLING PARAMETERS: About y axis: About z axis: ----------------------------------------------------------------------------------------------------------------------------- ----------VERIFICATION FORMULAS: Section strength check: N,Ed/Nc,Rd = 0.02 < 1.00 (6.2.4.(1)) My,Ed/MN,y,Rd = 0.00 < 1.00 (6.2.9.1.(2)) Mz,Ed/MN,z,Rd = 0.14 < 1.00 (6.2.9.1.(2)) (My,Ed/MN,y,Rd)^ 1.00 + (Mz,Ed/MN,z,Rd)^1.00 = 0.14 < 1.00 (6.2.9.1.(6)) Vy,Ed/Vy,T,Rd = 0.01 < 1.00 (6.2.6-7) Vz,Ed/Vz,T,Rd = 0.00 < 1.00 (6.2.6-7) Tau,ty,Ed/(fy/(sqrt(3)*gM0)) = 0.00 < 1.00 (6.2.6) Tau,tz,Ed/(fy/(sqrt(3)*gM0)) = 0.00 < 1.00 (6.2.6) ----------------------------------------------------------------------------------------------------------------------------- ----------LIMIT DISPLACEMENTS Deflections (LOCAL SYSTEM): uy = 0 mm < uy max = L/200.00 = 5 mm Verified Governing Load Case: 5 Wind Y+ 20 m/s (f =1.00) Simulation uz = 0 mm < uz max = L/200.00 = 5 mm Verified Governing Load Case: 6 Wind X+ 20 m/s (f =1.00) Simulation (1) Displacements (GLOBAL SYSTEM): Not analyzed ---------------------------------------------------------------------------------------------------------------------------------------- Date : 02/05/23 Page : 83 RSAP2023 Author: Gama Syahid Address: Jl. Sordang No.16, Ds. Tembeng, Desa Lenek Lauk File: Structure Water Tank Project: Structure Water Tank Marunda Post Section OK !!! Date : 02/05/23 Page : 84 RSAP2023 Author: Gama Syahid Address: Jl. Sordang No.16, Ds. Tembeng, Desa Lenek Lauk File: Structure Water Tank Project: Structure Water Tank Marunda Post STEEL DESIGN ----------------------------------------------------------------------------------------------------------------------------- ----------CODE: BS-EN 1993-1:2005/NA:2008/A1:2014, Eurocode 3: Design of steel structures. ANALYSIS TYPE: Member Verification ----------------------------------------------------------------------------------------------------------------------------- ----------CODE GROUP: POINT: 1 COORDINATE: x = 0.00 L = 0.00 m MEMBER: 20 Beam_20 ----------------------------------------------------------------------------------------------------------------------------- ----------LOADS: Governing Load Case: 63 ULS/52=1*1.00 + 5*1.50 1*1.00+5*1.50 ---------------------------------------------------------------------------------------------------------------------------------------MATERIAL: S275 ( S275 ) fy = 275.00 MPa ------------------------------------------------------------------------------------------------------------- --------------------------SECTION PARAMETERS: EQA 50x5 h=50 mm gM0=1.00 gM1=1.00 b=50 mm Ay=250 mm2 Az=250 mm2 Ax=483 mm2 tw=5 mm Iy=111000 mm4 Iz=111000 mm4 Ix=3960 mm4 tf=5 mm Wely=3092 mm3 Welz=3092 mm3 ----------------------------------------------------------------------------------------------------------------------------- ----------INTERNAL FORCES AND CAPACITIES: N,Ed = 4.36 kN My,Ed = -0.21 kN*m Mz,Ed = 0.00 kN*m Vy,Ed = 0.00 kN Nc,Rd = 132.82 kN My,el,Rd = 0.85 kN*m Mz,el,Rd = 0.85 kN*m Vy,T,Rd = 39.69 kN Nb,Rd = 132.82 kN My,c,Rd = 0.85 kN*m Mz,c,Rd = 0.85 kN*m Vz,Ed = 0.19 kN Vz,T,Rd = 39.69 kN Tt,Ed = -0.00 kN*m Class of section = 3 ----------------------------------------------------------------------------------------------------------------------------- ----------LATERAL BUCKLING PARAMETERS: ----------------------------------------------------------------------------------------------------------------------------- ----------BUCKLING PARAMETERS: About y axis: About z axis: ----------------------------------------------------------------------------------------------------------------------------- ----------VERIFICATION FORMULAS: Section strength check: N,Ed/Nc,Rd + My,Ed/My,c,Rd + Mz,Ed/Mz,c,Rd = 0.21 < 1.00 (6.2.1(7)) Vy,Ed/Vy,T,Rd = 0.00 < 1.00 (6.2.6-7) Vz,Ed/Vz,T,Rd = 0.00 < 1.00 (6.2.6-7) Tau,ty,Ed/(fy/(sqrt(3)*gM0)) = 0.00 < 1.00 (6.2.6) Tau,tz,Ed/(fy/(sqrt(3)*gM0)) = 0.00 < 1.00 (6.2.6) ---------------------------------------------------------------------------------------------------------------------------------------LIMIT DISPLACEMENTS Deflections (LOCAL SYSTEM): uy = 0 mm < uy max = L/200.00 = 5 mm Verified Governing Load Case: 6 Wind X+ 20 m/s (f =1.00) Simulation (1) uz = 0 mm < uz max = L/200.00 = 5 mm Verified Governing Load Case: 5 Wind Y+ 20 m/s (f =1.00) Simulation Displacements (GLOBAL SYSTEM): Not analyzed ----------------------------------------------------------------------------------------------------------------------------- ----------- Section OK !!! Date : 02/05/23 Page : 85 RSAP2023 Author: Gama Syahid Address: Jl. Sordang No.16, Ds. Tembeng, Desa Lenek Lauk File: Structure Water Tank Project: Structure Water Tank Marunda Post Date : 02/05/23 Page : 86 RSAP2023 Author: Gama Syahid Address: Jl. Sordang No.16, Ds. Tembeng, Desa Lenek Lauk File: Structure Water Tank Project: Structure Water Tank Marunda Post STEEL DESIGN ------------------------------------------------------------------------------------------------------------------------------ ---------CODE: BS-EN 1993-1:2005/NA:2008/A1:2014, Eurocode 3: Design of steel structures. ANALYSIS TYPE: Member Verification ----------------------------------------------------------------------------------------------------------------------------- ----------CODE GROUP: POINT: 1 COORDINATE: x = 0.00 L = 0.00 m MEMBER: 21 Beam_21 ---------------------------------------------------------------------------------------------------------------------------------------LOADS: Governing Load Case: 36 ULS/25=1*1.35 + 3*1.05 + 5*1.50 1*1.35+3*1.05+5*1.50 ---------------------------------------------------------------------------------------------------------------------------------------MATERIAL: S275 ( S275 ) fy = 275.00 MPa ---------------------------------------------------------------------------------------------------------------------------- -----------SECTION PARAMETERS: EQA 50x5 h=50 mm gM0=1.00 gM1=1.00 b=50 mm Ay=250 mm2 Az=250 mm2 Ax=483 mm2 tw=5 mm Iy=111000 mm4 Iz=111000 mm4 Ix=3960 mm4 tf=5 mm Wply=5684 mm3 Wplz=5684 mm3 ----------------------------------------------------------------------------------------------------------------------------- ----------INTERNAL FORCES AND CAPACITIES: N,Ed = 0.01 kN My,Ed = 0.06 kN*m Mz,Ed = -0.01 kN*m Vy,Ed = -0.04 kN Nc,Rd = 132.82 kN My,pl,Rd = 1.56 kN*m Mz,pl,Rd = 1.56 kN*m Vy,T,Rd = 39.57 kN Nb,Rd = 132.82 kN My,c,Rd = 1.56 kN*m Mz,c,Rd = 1.56 kN*m Vz,Ed = -0.03 kN MN,y,Rd = 1.56 kN*m MN,z,Rd = 1.56 kN*m Vz,T,Rd = 39.57 kN Tt,Ed = 0.00 kN*m Class of section = 1 ----------------------------------------------------------------------------------------------------------------------------- ----------LATERAL BUCKLING PARAMETERS: ----------------------------------------------------------------------------------------------------------------------------- ----------BUCKLING PARAMETERS: About y axis: About z axis: ----------------------------------------------------------------------------------------------------------------------------- ----------VERIFICATION FORMULAS: Section strength check: N,Ed/Nc,Rd = 0.00 < 1.00 (6.2.4.(1)) My,Ed/MN,y,Rd = 0.04 < 1.00 (6.2.9.1.(2)) Mz,Ed/MN,z,Rd = 0.01 < 1.00 (6.2.9.1.(2)) (My,Ed/MN,y,Rd)^ 1.00 + (Mz,Ed/MN,z,Rd)^1.00 = 0.05 < 1.00 (6.2.9.1.(6)) Vy,Ed/Vy,T,Rd = 0.00 < 1.00 (6.2.6-7) Vz,Ed/Vz,T,Rd = 0.00 < 1.00 (6.2.6-7) Tau,ty,Ed/(fy/(sqrt(3)*gM0)) = 0.01 < 1.00 (6.2.6) Tau,tz,Ed/(fy/(sqrt(3)*gM0)) = 0.01 < 1.00 (6.2.6) ----------------------------------------------------------------------------------------------------------------------------- ----------LIMIT DISPLACEMENTS Deflections (LOCAL SYSTEM): uy = 0 mm < uy max = L/200.00 = 9 mm Verified Governing Load Case: 6 Wind X+ 20 m/s (f =1.00) Simulation (1) uz = 0 mm < uz max = L/200.00 = 9 mm Verified Governing Load Case: 5 Wind Y+ 20 m/s (f =1.00) Simulation Displacements (GLOBAL SYSTEM): Not analyzed ----------------------------------------------------------------------------------------------------------------------------- ----------- Date : 02/05/23 Page : 87 RSAP2023 Author: Gama Syahid Address: Jl. Sordang No.16, Ds. Tembeng, Desa Lenek Lauk File: Structure Water Tank Project: Structure Water Tank Marunda Post Section OK !!! Date : 02/05/23 Page : 88 RSAP2023 Author: Gama Syahid Address: Jl. Sordang No.16, Ds. Tembeng, Desa Lenek Lauk File: Structure Water Tank Project: Structure Water Tank Marunda Post STEEL DESIGN ----------------------------------------------------------------------------------------------------------------------------- ----------CODE: BS-EN 1993-1:2005/NA:2008/A1:2014, Eurocode 3: Design of steel structures. ANALYSIS TYPE: Member Verification ----------------------------------------------------------------------------------------------------------------------------- ----------CODE GROUP: POINT: 1 COORDINATE: x = 0.00 L = 0.00 m MEMBER: 22 Beam_22 ---------------------------------------------------------------------------------------------------------------------------------------LOADS: Governing Load Case: 36 ULS/25=1*1.35 + 3*1.05 + 5*1.50 1*1.35+3*1.05+5*1.50 ---------------------------------------------------------------------------------------------------------------------------------------MATERIAL: S275 ( S275 ) fy = 275.00 MPa ---------------------------------------------------------------------------------------------------------------------------------------SECTION PARAMETERS: EQA 50x5 h=50 mm gM0=1.00 gM1=1.00 b=50 mm Ay=250 mm2 Az=250 mm2 Ax=483 mm2 tw=5 mm Iy=111000 mm4 Iz=111000 mm4 Ix=3960 mm4 tf=5 mm Wely=3092 mm3 Welz=3092 mm3 ----------------------------------------------------------------------------------------------------------------------------- ----------INTERNAL FORCES AND CAPACITIES: N,Ed = 0.02 kN My,Ed = 0.01 kN*m Mz,Ed = 0.06 kN*m Vy,Ed = 0.03 kN Nc,Rd = 132.82 kN My,el,Rd = 0.85 kN*m Mz,el,Rd = 0.85 kN*m Vy,T,Rd = 39.57 kN Nb,Rd = 132.82 kN My,c,Rd = 0.85 kN*m Mz,c,Rd = 0.85 kN*m Vz,Ed = -0.03 kN Vz,T,Rd = 39.57 kN Tt,Ed = 0.00 kN*m Class of section = 3 ----------------------------------------------------------------------------------------------------------------------------- ----------LATERAL BUCKLING PARAMETERS: ----------------------------------------------------------------------------------------------------------------------------- ----------BUCKLING PARAMETERS: About y axis: About z axis: ----------------------------------------------------------------------------------------------------------------------------- ----------VERIFICATION FORMULAS: Section strength check: N,Ed/Nc,Rd + My,Ed/My,c,Rd + Mz,Ed/Mz,c,Rd = 0.07 < 1.00 (6.2.1(7)) Vy,Ed/Vy,T,Rd = 0.00 < 1.00 (6.2.6-7) Vz,Ed/Vz,T,Rd = 0.00 < 1.00 (6.2.6-7) Tau,ty,Ed/(fy/(sqrt(3)*gM0)) = 0.01 < 1.00 (6.2.6) Tau,tz,Ed/(fy/(sqrt(3)*gM0)) = 0.01 < 1.00 (6.2.6) ---------------------------------------------------------------------------------------------------------------------------------------LIMIT DISPLACEMENTS Deflections (LOCAL SYSTEM): uy = 0 mm < uy max = L/200.00 = 9 mm Verified Governing Load Case: 5 Wind Y+ 20 m/s (f =1.00) Simulation uz = 0 mm < uz max = L/200.00 = 9 mm Verified Governing Load Case: 6 Wind X+ 20 m/s (f =1.00) Simulation (1) Displacements (GLOBAL SYSTEM): Not analyzed ----------------------------------------------------------------------------------------------------------------------------- ----------- Section OK !!! Date : 02/05/23 Page : 89 RSAP2023 Author: Gama Syahid Address: Jl. Sordang No.16, Ds. Tembeng, Desa Lenek Lauk File: Structure Water Tank Project: Structure Water Tank Marunda Post Date : 02/05/23 Page : 90 RSAP2023 Author: Gama Syahid Address: Jl. Sordang No.16, Ds. Tembeng, Desa Lenek Lauk File: Structure Water Tank Project: Structure Water Tank Marunda Post STEEL DESIGN ----------------------------------------------------------------------------------------------------------------------------- ----------CODE: BS-EN 1993-1:2005/NA:2008/A1:2014, Eurocode 3: Design of steel structures. ANALYSIS TYPE: Member Verification ----------------------------------------------------------------------------------------------------------------------------- ----------CODE GROUP: POINT: 2 COORDINATE: x = 0.50 L = 0.64 m MEMBER: 23 Beam_23 ---------------------------------------------------------------------------------------------------------------------------------------LOADS: Governing Load Case: 35 ULS/24=1*1.35 + 3*1.05 + 4*1.50 1*1.35+3*1.05+4*1.50 ---------------------------------------------------------------------------------------------------------------------------------------MATERIAL: S275 ( S275 ) fy = 275.00 MPa ---------------------------------------------------------------------------------------------------------- -----------------------------SECTION PARAMETERS: EQA 50x5 h=50 mm gM0=1.00 gM1=1.00 b=50 mm Ay=250 mm2 Az=250 mm2 Ax=483 mm2 tw=5 mm Iy=111000 mm4 Iz=111000 mm4 Ix=3960 mm4 tf=5 mm Wely=3092 mm3 Welz=3092 mm3 ----------------------------------------------------------------------------------------------------------------------------- ----------INTERNAL FORCES AND CAPACITIES: N,Ed = 0.50 kN My,Ed = 0.01 kN*m Mz,Ed = 0.00 kN*m Vy,Ed = 0.00 kN Nc,Rd = 132.82 kN My,el,Rd = 0.85 kN*m Mz,el,Rd = 0.85 kN*m Vy,T,Rd = 39.69 kN Nb,Rd = 132.82 kN My,c,Rd = 0.85 kN*m Mz,c,Rd = 0.85 kN*m Vz,Ed = 0.01 kN Vz,T,Rd = 39.69 kN Tt,Ed = 0.00 kN*m Class of section = 3 ----------------------------------------------------------------------------------------------------------------------------- ----------LATERAL BUCKLING PARAMETERS: ----------------------------------------------------------------------------------------------------------------------------- ----------BUCKLING PARAMETERS: About y axis: About z axis: ---------------------------------------------------------------------------------------------------------------------------------------VERIFICATION FORMULAS: Section strength check: N,Ed/Nc,Rd + My,Ed/My,c,Rd + Mz,Ed/Mz,c,Rd = 0.01 < 1.00 (6.2.1(7)) Vy,Ed/Vy,T,Rd = 0.00 < 1.00 (6.2.6-7) Vz,Ed/Vz,T,Rd = 0.00 < 1.00 (6.2.6-7) Tau,ty,Ed/(fy/(sqrt(3)*gM0)) = 0.00 < 1.00 (6.2.6) Tau,tz,Ed/(fy/(sqrt(3)*gM0)) = 0.00 < 1.00 (6.2.6) ------------------------------------------------------------------------------------------- --------------------------------------------LIMIT DISPLACEMENTS Deflections (LOCAL SYSTEM): uy = 0 mm < uy max = L/200.00 = 6 mm Verified Governing Load Case: 5 Wind Y+ 20 m/s (f =1.00) Simulation uz = 0 mm < uz max = L/200.00 = 6 mm Verified Governing Load Case: 103 SLS:FRE/34=1*1.00 + 3*0.30 + 5*0.20 1*1.00+3*0.30+5*0.20 Displacements (GLOBAL SYSTEM): Not analyzed ----------------------------------------------------------------------------------------------------------------------------- ----------- Section OK !!! Date : 02/05/23 Page : 91 RSAP2023 Author: Gama Syahid Address: Jl. Sordang No.16, Ds. Tembeng, Desa Lenek Lauk File: Structure Water Tank Project: Structure Water Tank Marunda Post Date : 02/05/23 Page : 92 RSAP2023 Author: Gama Syahid Address: Jl. Sordang No.16, Ds. Tembeng, Desa Lenek Lauk File: Structure Water Tank Project: Structure Water Tank Marunda Post STEEL DESIGN ----------------------------------------------------------------------------------------------------------------------------- ----------CODE: BS-EN 1993-1:2005/NA:2008/A1:2014, Eurocode 3: Design of steel structures. ANALYSIS TYPE: Member Verification ----------------------------------------------------------------------------------------------------------------------------- ----------CODE GROUP: POINT: 3 COORDINATE: x = 1.00 L = 1.29 m MEMBER: 24 Beam_24 ---------------------------------------------------------------------------------------------------------------------------------------LOADS: Governing Load Case: 36 ULS/25=1*1.35 + 3*1.05 + 5*1.50 1*1.35+3*1.05+5*1.50 ---------------------------------------------------------------------------------------------------------------------------------------MATERIAL: S275 ( S275 ) fy = 275.00 MPa --------------------------------------------------------------------------------------------------------------------------- ------------SECTION PARAMETERS: EQA 50x5 h=50 mm gM0=1.00 gM1=1.00 b=50 mm Ay=250 mm2 Az=250 mm2 Ax=483 mm2 tw=5 mm Iy=111000 mm4 Iz=111000 mm4 Ix=3960 mm4 tf=5 mm Wely=3092 mm3 Welz=3092 mm3 ----------------------------------------------------------------------------------------------------------------------------- ----------INTERNAL FORCES AND CAPACITIES: N,Ed = -0.02 kN My,Ed = 0.00 kN*m Mz,Ed = 0.01 kN*m Vy,Ed = -0.04 kN Nt,Rd = 132.82 kN My,el,Rd = 0.85 kN*m Mz,el,Rd = 0.85 kN*m Vy,T,Rd = 39.69 kN My,c,Rd = 0.85 kN*m Mz,c,Rd = 0.85 kN*m Vz,Ed = 0.00 kN Vz,T,Rd = 39.69 kN Tt,Ed = 0.00 kN*m Class of section = 3 ---------------------------------------------------------------------------------------------------------------------------------------LATERAL BUCKLING PARAMETERS: ---------------------------------------------------------------------------------------------------------------------------------------BUCKLING PARAMETERS: About y axis: About z axis: ----------------------------------------------------------------------------------------------------------------------------- ----------VERIFICATION FORMULAS: Section strength check: N,Ed/Nt,Rd + My,Ed/My,c,Rd + Mz,Ed/Mz,c,Rd = 0.02 < 1.00 (6.2.1(7)) Vy,Ed/Vy,T,Rd = 0.00 < 1.00 (6.2.6-7) Vz,Ed/Vz,T,Rd = 0.00 < 1.00 (6.2.6-7) Tau,ty,Ed/(fy/(sqrt(3)*gM0)) = 0.00 < 1.00 (6.2.6) Tau,tz,Ed/(fy/(sqrt(3)*gM0)) = 0.00 < 1.00 (6.2.6) ----------------------------------------------------------------------------------------------------------------------------- ----------LIMIT DISPLACEMENTS Deflections (LOCAL SYSTEM): uy = 0 mm < uy max = L/200.00 = 6 mm Verified Governing Load Case: 104 SLS:FRE/35=1*1.00 + 3*0.30 + 6*0.20 1*1.00+3*0.30+6*0.20 uz = 0 mm < uz max = L/200.00 = 6 mm Verified Governing Load Case: 5 Wind Y+ 20 m/s (f =1.00) Simulation Displacements (GLOBAL SYSTEM): Not analyzed ----------------------------------------------------------------------------------------------------------------------------- ----------- Section OK !!! Date : 02/05/23 Page : 93 RSAP2023 Author: Gama Syahid Address: Jl. Sordang No.16, Ds. Tembeng, Desa Lenek Lauk File: Structure Water Tank Project: Structure Water Tank Marunda Post Date : 02/05/23 Page : 94 RSAP2023 Author: Gama Syahid Address: Jl. Sordang No.16, Ds. Tembeng, Desa Lenek Lauk File: Structure Water Tank Project: Structure Water Tank Marunda Post STEEL DESIGN ---------------------------------------------------------------------------------------------------------------------------------------CODE: BS-EN 1993-1:2005/NA:2008/A1:2014, Eurocode 3: Design of steel structures. ANALYSIS TYPE: Member Verification ---------------------------------------------------------------------------------------------------------------------------------------CODE GROUP: POINT: 3 COORDINATE: x = 1.00 L = 1.05 m MEMBER: 25 Beam_25 ---------------------------------------------------------------------------------------------------------------------------------------LOADS: Governing Load Case: 63 ULS/52=1*1.00 + 5*1.50 1*1.00+5*1.50 ----------------------------------------------------------------------------------------------------------------------------- ----------MATERIAL: S275 ( S275 ) fy = 275.00 MPa ---------------------------------------------------------------------------------------------------------------------------------------SECTION PARAMETERS: EQA 50x5 h=50 mm gM0=1.00 gM1=1.00 b=50 mm Ay=250 mm2 Az=250 mm2 Ax=483 mm2 tw=5 mm Iy=111000 mm4 Iz=111000 mm4 Ix=3960 mm4 tf=5 mm Wely=3092 mm3 Welz=3092 mm3 ----------------------------------------------------------------------------------------------------------------------------- ----------INTERNAL FORCES AND CAPACITIES: N,Ed = 1.13 kN My,Ed = -0.20 kN*m Mz,Ed = 0.02 kN*m Vy,Ed = -0.03 kN Nc,Rd = 132.82 kN My,el,Rd = 0.85 kN*m Mz,el,Rd = 0.85 kN*m Vy,T,Rd = 39.66 kN Nb,Rd = 132.82 kN My,c,Rd = 0.85 kN*m Mz,c,Rd = 0.85 kN*m Vz,Ed = -0.17 kN Vz,T,Rd = 39.66 kN Tt,Ed = -0.00 kN*m Class of section = 3 ----------------------------------------------------------------------------------------------------------------------------- ----------LATERAL BUCKLING PARAMETERS: ----------------------------------------------------------------------------------------------------------------------------- ----------BUCKLING PARAMETERS: About y axis: About z axis: ----------------------------------------------------------------------------------------------------------------------------- ----------VERIFICATION FORMULAS: Section strength check: N,Ed/Nc,Rd + My,Ed/My,c,Rd + Mz,Ed/Mz,c,Rd = 0.22 < 1.00 (6.2.1(7)) Vy,Ed/Vy,T,Rd = 0.00 < 1.00 (6.2.6-7) Vz,Ed/Vz,T,Rd = 0.00 < 1.00 (6.2.6-7) Tau,ty,Ed/(fy/(sqrt(3)*gM0)) = 0.00 < 1.00 (6.2.6) Tau,tz,Ed/(fy/(sqrt(3)*gM0)) = 0.00 < 1.00 (6.2.6) ---------------------------------------------------------------------------------------------------------------------------------------LIMIT DISPLACEMENTS Deflections (LOCAL SYSTEM): uy = 0 mm < uy max = L/200.00 = 5 mm Governing Load Case: 5 Wind Y+ 20 m/s (f =1.00) Simulation uz = 0 mm < uz max = L/200.00 = 5 mm Governing Load Case: 5 Wind Y+ 20 m/s (f =1.00) Simulation Verified Verified Displacements (GLOBAL SYSTEM): Not analyzed ----------------------------------------------------------------------------------------------------------------------------- ----------- Section OK !!! Date : 02/05/23 Page : 95 RSAP2023 Author: Gama Syahid Address: Jl. Sordang No.16, Ds. Tembeng, Desa Lenek Lauk File: Structure Water Tank Project: Structure Water Tank Marunda Post Date : 02/05/23 Page : 96 RSAP2023 Author: Gama Syahid Address: Jl. Sordang No.16, Ds. Tembeng, Desa Lenek Lauk File: Structure Water Tank Project: Structure Water Tank Marunda Post STEEL DESIGN ----------------------------------------------------------------------------------------------------------------------------- ----------CODE: BS-EN 1993-1:2005/NA:2008/A1:2014, Eurocode 3: Design of steel structures. ANALYSIS TYPE: Member Verification ----------------------------------------------------------------------------------------------------------------------------- ----------CODE GROUP: POINT: 3 COORDINATE: x = 1.00 L = 1.05 m MEMBER: 26 Beam_26 ---------------------------------------------------------------------------------------------------------------------------------------LOADS: Governing Load Case: 63 ULS/52=1*1.00 + 5*1.50 1*1.00+5*1.50 ---------------------------------------------------------------------------------------------------------------------------------------MATERIAL: S275 ( S275 ) fy = 275.00 MPa ----------------------------------------------------------------------------------------------------------------------------- ----------SECTION PARAMETERS: EQA 50x5 h=50 mm gM0=1.00 gM1=1.00 b=50 mm Ay=250 mm2 Az=250 mm2 Ax=483 mm2 tw=5 mm Iy=111000 mm4 Iz=111000 mm4 Ix=3960 mm4 tf=5 mm Wely=3092 mm3 Welz=3092 mm3 ----------------------------------------------------------------------------------------------------------------------------- ----------INTERNAL FORCES AND CAPACITIES: N,Ed = 1.26 kN My,Ed = -0.02 kN*m Mz,Ed = 0.23 kN*m Vy,Ed = -0.22 kN Nc,Rd = 132.82 kN My,el,Rd = 0.85 kN*m Mz,el,Rd = 0.85 kN*m Vy,T,Rd = 39.69 kN Nb,Rd = 132.82 kN My,c,Rd = 0.85 kN*m Mz,c,Rd = 0.85 kN*m Vz,Ed = -0.02 kN Vz,T,Rd = 39.69 kN Tt,Ed = -0.00 kN*m Class of section = 3 ----------------------------------------------------------------------------------------------------------------------------- ----------LATERAL BUCKLING PARAMETERS: ----------------------------------------------------------------------------------------------------------------------------- ----------BUCKLING PARAMETERS: About y axis: About z axis: ----------------------------------------------------------------------------------------------------------------------------- ----------VERIFICATION FORMULAS: Section strength check: N,Ed/Nc,Rd + My,Ed/My,c,Rd + Mz,Ed/Mz,c,Rd = 0.25 < 1.00 (6.2.1(7)) Vy,Ed/Vy,T,Rd = 0.01 < 1.00 (6.2.6-7) Vz,Ed/Vz,T,Rd = 0.00 < 1.00 (6.2.6-7) Tau,ty,Ed/(fy/(sqrt(3)*gM0)) = 0.00 < 1.00 (6.2.6) Tau,tz,Ed/(fy/(sqrt(3)*gM0)) = 0.00 < 1.00 (6.2.6) ---------------------------------------------------------------------------------------------------------------------------------------LIMIT DISPLACEMENTS Deflections (LOCAL SYSTEM): uy = 0 mm < uy max = L/200.00 = 5 mm Governing Load Case: 5 Wind Y+ 20 m/s (f =1.00) Simulation uz = 0 mm < uz max = L/200.00 = 5 mm Governing Load Case: 5 Wind Y+ 20 m/s (f =1.00) Simulation Verified Verified Displacements (GLOBAL SYSTEM): Not analyzed ----------------------------------------------------------------------------------------------------------------------------- ----------- Section OK !!! Date : 02/05/23 Page : 97 RSAP2023 Author: Gama Syahid Address: Jl. Sordang No.16, Ds. Tembeng, Desa Lenek Lauk File: Structure Water Tank Project: Structure Water Tank Marunda Post Date : 02/05/23 Page : 98 RSAP2023 Author: Gama Syahid Address: Jl. Sordang No.16, Ds. Tembeng, Desa Lenek Lauk File: Structure Water Tank Project: Structure Water Tank Marunda Post STEEL DESIGN ----------------------------------------------------------------------------------------------------------------------------- ----------CODE: BS-EN 1993-1:2005/NA:2008/A1:2014, Eurocode 3: Design of steel structures. ANALYSIS TYPE: Member Verification ----------------------------------------------------------------------------------------------------------------------------- ----------CODE GROUP: POINT: 3 COORDINATE: x = 1.00 L = 1.05 m MEMBER: 27 Beam_27 ---------------------------------------------------------------------------------------------------------------------------------------LOADS: Governing Load Case: 36 ULS/25=1*1.35 + 3*1.05 + 5*1.50 1*1.35+3*1.05+5*1.50 ---------------------------------------------------------------------------------------------------------------------------------------MATERIAL: S275 ( S275 ) fy = 275.00 MPa --------------------------------------------------------------------------------------------------------------------------- ------------SECTION PARAMETERS: EQA 50x5 h=50 mm gM0=1.00 gM1=1.00 b=50 mm Ay=250 mm2 Az=250 mm2 Ax=483 mm2 tw=5 mm Iy=111000 mm4 Iz=111000 mm4 Ix=3960 mm4 tf=5 mm Wply=5684 mm3 Wplz=5684 mm3 ----------------------------------------------------------------------------------------------------------------------------- ----------INTERNAL FORCES AND CAPACITIES: N,Ed = 5.61 kN My,Ed = 0.03 kN*m Mz,Ed = -0.22 kN*m Vy,Ed = 0.20 kN Nc,Rd = 132.82 kN My,pl,Rd = 1.56 kN*m Mz,pl,Rd = 1.56 kN*m Vy,T,Rd = 39.66 kN Nb,Rd = 132.82 kN My,c,Rd = 1.56 kN*m Mz,c,Rd = 1.56 kN*m Vz,Ed = 0.05 kN MN,y,Rd = 1.56 kN*m MN,z,Rd = 1.56 kN*m Vz,T,Rd = 39.66 kN Tt,Ed = -0.00 kN*m Class of section = 1 ----------------------------------------------------------------------------------------------------------------------------- ----------LATERAL BUCKLING PARAMETERS: ----------------------------------------------------------------------------------------------------------------------------- ----------BUCKLING PARAMETERS: About y axis: About z axis: ----------------------------------------------------------------------------------------------------------------------------- ----------VERIFICATION FORMULAS: Section strength check: N,Ed/Nc,Rd = 0.04 < 1.00 (6.2.4.(1)) My,Ed/MN,y,Rd = 0.02 < 1.00 (6.2.9.1.(2)) Mz,Ed/MN,z,Rd = 0.14 < 1.00 (6.2.9.1.(2)) (My,Ed/MN,y,Rd)^ 1.00 + (Mz,Ed/MN,z,Rd)^1.00 = 0.16 < 1.00 (6.2.9.1.(6)) Vy,Ed/Vy,T,Rd = 0.00 < 1.00 (6.2.6-7) Vz,Ed/Vz,T,Rd = 0.00 < 1.00 (6.2.6-7) Tau,ty,Ed/(fy/(sqrt(3)*gM0)) = 0.00 < 1.00 (6.2.6) Tau,tz,Ed/(fy/(sqrt(3)*gM0)) = 0.00 < 1.00 (6.2.6) ---------------------------------------------------------------------------------------------------------------------------- -----------LIMIT DISPLACEMENTS Deflections (LOCAL SYSTEM): uy = 0 mm < uy max = L/200.00 = 5 mm Governing Load Case: 5 Wind Y+ 20 m/s (f =1.00) Simulation uz = 0 mm < uz max = L/200.00 = 5 mm Governing Load Case: 5 Wind Y+ 20 m/s (f =1.00) Simulation Verified Verified Displacements (GLOBAL SYSTEM): Not analyzed ---------------------------------------------------------------------------------------------------------------------------------------- Date : 02/05/23 Page : 99 RSAP2023 Author: Gama Syahid Address: Jl. Sordang No.16, Ds. Tembeng, Desa Lenek Lauk File: Structure Water Tank Project: Structure Water Tank Marunda Post Section OK !!! Date : 02/05/23 Page : 100 RSAP2023 Author: Gama Syahid Address: Jl. Sordang No.16, Ds. Tembeng, Desa Lenek Lauk File: Structure Water Tank Project: Structure Water Tank Marunda Post STEEL DESIGN ----------------------------------------------------------------------------------------------------------------------------- ----------CODE: BS-EN 1993-1:2005/NA:2008/A1:2014, Eurocode 3: Design of steel structures. ANALYSIS TYPE: Member Verification ----------------------------------------------------------------------------------------------------------------------------- ----------CODE GROUP: POINT: 3 COORDINATE: x = 1.00 L = 1.05 m MEMBER: 28 Beam_28 ---------------------------------------------------------------------------------------------------------------------------------------LOADS: Governing Load Case: 36 ULS/25=1*1.35 + 3*1.05 + 5*1.50 1*1.35+3*1.05+5*1.50 ---------------------------------------------------------------------------------------------------------------------------------------MATERIAL: S275 ( S275 ) fy = 275.00 MPa ----------------------------------------------------------------------------------------------------------------------------- ----------SECTION PARAMETERS: EQA 50x5 h=50 mm gM0=1.00 gM1=1.00 b=50 mm Ay=250 mm2 Az=250 mm2 Ax=483 mm2 tw=5 mm Iy=111000 mm4 Iz=111000 mm4 Ix=3960 mm4 tf=5 mm Wply=5684 mm3 Wplz=5684 mm3 ----------------------------------------------------------------------------------------------------------------------------- ----------INTERNAL FORCES AND CAPACITIES: N,Ed = 5.64 kN My,Ed = 0.25 kN*m Mz,Ed = -0.04 kN*m Vy,Ed = 0.06 kN Nc,Rd = 132.82 kN My,pl,Rd = 1.56 kN*m Mz,pl,Rd = 1.56 kN*m Vy,T,Rd = 39.68 kN Nb,Rd = 132.82 kN My,c,Rd = 1.56 kN*m Mz,c,Rd = 1.56 kN*m Vz,Ed = 0.25 kN MN,y,Rd = 1.56 kN*m MN,z,Rd = 1.56 kN*m Vz,T,Rd = 39.68 kN Tt,Ed = -0.00 kN*m Class of section = 1 ----------------------------------------------------------------------------------------------------------------------------- ----------LATERAL BUCKLING PARAMETERS: ----------------------------------------------------------------------------------------------------------------------------- ----------BUCKLING PARAMETERS: About y axis: About z axis: ---------------------------------------------------------------------------------------------------------------------------------------VERIFICATION FORMULAS: Section strength check: N,Ed/Nc,Rd = 0.04 < 1.00 (6.2.4.(1)) My,Ed/MN,y,Rd = 0.16 < 1.00 (6.2.9.1.(2)) Mz,Ed/MN,z,Rd = 0.02 < 1.00 (6.2.9.1.(2)) (My,Ed/MN,y,Rd)^ 1.00 + (Mz,Ed/MN,z,Rd)^1.00 = 0.18 < 1.00 (6.2.9.1.(6)) Vy,Ed/Vy,T,Rd = 0.00 < 1.00 (6.2.6-7) Vz,Ed/Vz,T,Rd = 0.01 < 1.00 (6.2.6-7) Tau,ty,Ed/(fy/(sqrt(3)*gM0)) = 0.00 < 1.00 (6.2.6) Tau,tz,Ed/(fy/(sqrt(3)*gM0)) = 0.00 < 1.00 (6.2.6) ----------------------------------------------------------------------------------------------------------------------------- ----------LIMIT DISPLACEMENTS Deflections (LOCAL SYSTEM): uy = 0 mm < uy max = L/200.00 = 5 mm Governing Load Case: 5 Wind Y+ 20 m/s (f =1.00) Simulation uz = 0 mm < uz max = L/200.00 = 5 mm Governing Load Case: 5 Wind Y+ 20 m/s (f =1.00) Simulation Verified Verified Displacements (GLOBAL SYSTEM): Not analyzed ---------------------------------------------------------------------------------------------------------------------------------------- Date : 02/05/23 Page : 101 RSAP2023 Author: Gama Syahid Address: Jl. Sordang No.16, Ds. Tembeng, Desa Lenek Lauk File: Structure Water Tank Project: Structure Water Tank Marunda Post Section OK !!! Date : 02/05/23 Page : 102 RSAP2023 Author: Gama Syahid Address: Jl. Sordang No.16, Ds. Tembeng, Desa Lenek Lauk File: Structure Water Tank Project: Structure Water Tank Marunda Post STEEL DESIGN ----------------------------------------------------------------------------------------------------------------------------- ----------CODE: BS-EN 1993-1:2005/NA:2008/A1:2014, Eurocode 3: Design of steel structures. ANALYSIS TYPE: Member Verification ----------------------------------------------------------------------------------------------------------------------------- ----------CODE GROUP: POINT: 3 COORDINATE: x = 1.00 L = 1.61 m MEMBER: 29 Beam_29 ---------------------------------------------------------------------------------------------------------------------------------------LOADS: Governing Load Case: 63 ULS/52=1*1.00 + 5*1.50 1*1.00+5*1.50 ---------------------------------------------------------------------------------------------------------------------------------------MATERIAL: S275 ( S275 ) fy = 275.00 MPa ----------------------------------------------------------------------------------------------------------------------------- ----------SECTION PARAMETERS: EQA 50x5 h=50 mm gM0=1.00 gM1=1.00 b=50 mm Ay=250 mm2 Az=250 mm2 Ax=483 mm2 tw=5 mm Iy=111000 mm4 Iz=111000 mm4 Ix=3960 mm4 tf=5 mm Wely=3092 mm3 Welz=3092 mm3 ----------------------------------------------------------------------------------------------------------------------------- ----------INTERNAL FORCES AND CAPACITIES: N,Ed = -0.04 kN My,Ed = -0.08 kN*m Mz,Ed = -0.02 kN*m Vy,Ed = 0.04 kN Nt,Rd = 132.82 kN My,el,Rd = 0.85 kN*m Mz,el,Rd = 0.85 kN*m Vy,T,Rd = 39.57 kN My,c,Rd = 0.85 kN*m Mz,c,Rd = 0.85 kN*m Vz,Ed = -0.05 kN Vz,T,Rd = 39.57 kN Tt,Ed = -0.00 kN*m Class of section = 3 ---------------------------------------------------------------------------------------------------------------------------------------LATERAL BUCKLING PARAMETERS: ---------------------------------------------------------------------------------------------------------------------------------------BUCKLING PARAMETERS: About y axis: About z axis: ----------------------------------------------------------------------------------------------------------------------------- ----------VERIFICATION FORMULAS: Section strength check: N,Ed/Nt,Rd + My,Ed/My,c,Rd + Mz,Ed/Mz,c,Rd = 0.10 < 1.00 (6.2.1(7)) Vy,Ed/Vy,T,Rd = 0.00 < 1.00 (6.2.6-7) Vz,Ed/Vz,T,Rd = 0.00 < 1.00 (6.2.6-7) Tau,ty,Ed/(fy/(sqrt(3)*gM0)) = 0.01 < 1.00 (6.2.6) Tau,tz,Ed/(fy/(sqrt(3)*gM0)) = 0.01 < 1.00 (6.2.6) ----------------------------------------------------------------------------------------------------------------------------- ----------LIMIT DISPLACEMENTS Deflections (LOCAL SYSTEM): uy = 0 mm < uy max = L/200.00 = 8 mm Verified Governing Load Case: 101 SLS:FRE/32=1*1.00 + 3*0.30 + 2*0.20 1*1.00+3*0.30+2*0.20 uz = 0 mm < uz max = L/200.00 = 8 mm Verified Governing Load Case: 5 Wind Y+ 20 m/s (f =1.00) Simulation Displacements (GLOBAL SYSTEM): Not analyzed ----------------------------------------------------------------------------------------------------------------------------- ----------- Section OK !!! Date : 02/05/23 Page : 103 RSAP2023 Author: Gama Syahid Address: Jl. Sordang No.16, Ds. Tembeng, Desa Lenek Lauk File: Structure Water Tank Project: Structure Water Tank Marunda Post Date : 02/05/23 Page : 104 RSAP2023 Author: Gama Syahid Address: Jl. Sordang No.16, Ds. Tembeng, Desa Lenek Lauk File: Structure Water Tank Project: Structure Water Tank Marunda Post STEEL DESIGN ---------------------------------------------------------------------------------------------------------------------------------------CODE: BS-EN 1993-1:2005/NA:2008/A1:2014, Eurocode 3: Design of steel structures. ANALYSIS TYPE: Member Verification ---------------------------------------------------------------------------------------------------------------------------------------CODE GROUP: POINT: 3 COORDINATE: x = 1.00 L = 1.61 m MEMBER: 30 Beam_30 ----------------------------------------------------------------------------------------------------------------------------------- ----LOADS: Governing Load Case: 54 ULS/43=1*1.00 + 3*1.05 + 5*1.50 1*1.00+3*1.05+5*1.50 ---------------------------------------------------------------------------------------------------------------------------------------MATERIAL: S275 ( S275 ) fy = 275.00 MPa --------------------------------------------------------------------------------------------------- ------------------------------------SECTION PARAMETERS: EQA 50x5 h=50 mm gM0=1.00 gM1=1.00 b=50 mm Ay=250 mm2 Az=250 mm2 Ax=483 mm2 tw=5 mm Iy=111000 mm4 Iz=111000 mm4 Ix=3960 mm4 tf=5 mm Wply=5684 mm3 Wplz=5684 mm3 ----------------------------------------------------------------------------------------------------------------------------- ----------INTERNAL FORCES AND CAPACITIES: N,Ed = -0.00 kN My,Ed = -0.01 kN*m Mz,Ed = -0.09 kN*m Vy,Ed = 0.05 kN Nt,Rd = 132.82 kN My,pl,Rd = 1.56 kN*m Mz,pl,Rd = 1.56 kN*m Vy,T,Rd = 39.56 kN My,c,Rd = 1.56 kN*m Mz,c,Rd = 1.56 kN*m Vz,Ed = 0.01 kN MN,y,Rd = 1.56 kN*m MN,z,Rd = 1.56 kN*m Vz,T,Rd = 39.56 kN Tt,Ed = -0.00 kN*m Class of section = 1 ----------------------------------------------------------------------------------------------------------------------------- ----------LATERAL BUCKLING PARAMETERS: ----------------------------------------------------------------------------------------------------------------------------- ----------BUCKLING PARAMETERS: About y axis: About z axis: ----------------------------------------------------------------------------------------------------------------------------- ----------VERIFICATION FORMULAS: Section strength check: N,Ed/Nt,Rd = 0.00 < 1.00 (6.2.3.(1)) My,Ed/MN,y,Rd = 0.01 < 1.00 (6.2.9.1.(2)) Mz,Ed/MN,z,Rd = 0.05 < 1.00 (6.2.9.1.(2)) (My,Ed/MN,y,Rd)^ 1.00 + (Mz,Ed/MN,z,Rd)^1.00 = 0.06 < 1.00 (6.2.9.1.(6)) Vy,Ed/Vy,T,Rd = 0.00 < 1.00 (6.2.6-7) Vz,Ed/Vz,T,Rd = 0.00 < 1.00 (6.2.6-7) Tau,ty,Ed/(fy/(sqrt(3)*gM0)) = 0.01 < 1.00 (6.2.6) Tau,tz,Ed/(fy/(sqrt(3)*gM0)) = 0.01 < 1.00 (6.2.6) ----------------------------------------------------------------------------------------------------------------------------- ----------LIMIT DISPLACEMENTS Deflections (LOCAL SYSTEM): uy = 0 mm < uy max = L/200.00 = 8 mm Verified Governing Load Case: 5 Wind Y+ 20 m/s (f =1.00) Simulation uz = 0 mm < uz max = L/200.00 = 8 mm Verified Governing Load Case: 103 SLS:FRE/34=1*1.00 + 3*0.30 + 5*0.20 1*1.00+3*0.30+5*0.20 Displacements (GLOBAL SYSTEM): Not analyzed ------------------------------------------------------------------------------------------- --------------------------------------------- Date : 02/05/23 Page : 105 RSAP2023 Author: Gama Syahid Address: Jl. Sordang No.16, Ds. Tembeng, Desa Lenek Lauk File: Structure Water Tank Project: Structure Water Tank Marunda Post Section OK !!! Date : 02/05/23 Page : 106 RSAP2023 Author: Gama Syahid Address: Jl. Sordang No.16, Ds. Tembeng, Desa Lenek Lauk File: Structure Water Tank Project: Structure Water Tank Marunda Post STEEL DESIGN ----------------------------------------------------------------------------------------------------------------------------- ----------CODE: BS-EN 1993-1:2005/NA:2008/A1:2014, Eurocode 3: Design of steel structures. ANALYSIS TYPE: Member Verification ----------------------------------------------------------------------------------------------------------------------------- ----------CODE GROUP: POINT: 1 COORDINATE: x = 0.00 L = 0.00 m MEMBER: 31 Beam_31 ---------------------------------------------------------------------------------------------------------------------------------------LOADS: Governing Load Case: 54 ULS/43=1*1.00 + 3*1.05 + 5*1.50 1*1.00+3*1.05+5*1.50 ---------------------------------------------------------------------------------------------------------------------------------------MATERIAL: S275 ( S275 ) fy = 275.00 MPa --------------------------------------------------------------------------------------------------------------------------- ------------SECTION PARAMETERS: EQA 50x5 h=50 mm gM0=1.00 gM1=1.00 b=50 mm Ay=250 mm2 Az=250 mm2 Ax=483 mm2 tw=5 mm Iy=111000 mm4 Iz=111000 mm4 Ix=3960 mm4 tf=5 mm Wely=3092 mm3 Welz=3092 mm3 ----------------------------------------------------------------------------------------------------------------------------- ----------INTERNAL FORCES AND CAPACITIES: N,Ed = 0.13 kN My,Ed = -0.12 kN*m Mz,Ed = -0.01 kN*m Vy,Ed = -0.02 kN Nc,Rd = 132.82 kN My,el,Rd = 0.85 kN*m Mz,el,Rd = 0.85 kN*m Vy,T,Rd = 39.69 kN Nb,Rd = 132.82 kN My,c,Rd = 0.85 kN*m Mz,c,Rd = 0.85 kN*m Vz,Ed = 0.12 kN Vz,T,Rd = 39.69 kN Tt,Ed = -0.00 kN*m Class of section = 3 ----------------------------------------------------------------------------------------------------------------------------- ----------LATERAL BUCKLING PARAMETERS: ------------------------------------------------------------------------------------------------------------------------------------- --BUCKLING PARAMETERS: About y axis: About z axis: ----------------------------------------------------------------------------------------------------------------------------- ----------VERIFICATION FORMULAS: Section strength check: N,Ed/Nc,Rd + My,Ed/My,c,Rd + Mz,Ed/Mz,c,Rd = 0.14 < 1.00 (6.2.1(7)) Vy,Ed/Vy,T,Rd = 0.00 < 1.00 (6.2.6-7) Vz,Ed/Vz,T,Rd = 0.00 < 1.00 (6.2.6-7) Tau,ty,Ed/(fy/(sqrt(3)*gM0)) = 0.00 < 1.00 (6.2.6) Tau,tz,Ed/(fy/(sqrt(3)*gM0)) = 0.00 < 1.00 (6.2.6) ---------------------------------------------------------------------------------------------------------------------------------------LIMIT DISPLACEMENTS Deflections (LOCAL SYSTEM): uy = 0 mm < uy max = L/200.00 = 8 mm Verified Governing Load Case: 5 Wind Y+ 20 m/s (f =1.00) Simulation uz = 0 mm < uz max = L/200.00 = 8 mm Verified Governing Load Case: 131 Seismic SNI1726:2019 Ecc Y- Direction_Y Displacements (GLOBAL SYSTEM): Not analyzed ------------------------------------------------------------------------------------------------------- --------------------------------- Section OK !!! Date : 02/05/23 Page : 107 RSAP2023 Author: Gama Syahid Address: Jl. Sordang No.16, Ds. Tembeng, Desa Lenek Lauk File: Structure Water Tank Project: Structure Water Tank Marunda Post Date : 02/05/23 Page : 108 RSAP2023 Author: Gama Syahid Address: Jl. Sordang No.16, Ds. Tembeng, Desa Lenek Lauk File: Structure Water Tank Project: Structure Water Tank Marunda Post STEEL DESIGN ---------------------------------------------------------------------------------------------------------------------------------------CODE: BS-EN 1993-1:2005/NA:2008/A1:2014, Eurocode 3: Design of steel structures. ANALYSIS TYPE: Member Verification ---------------------------------------------------------------------------------------------------------------------------------------CODE GROUP: POINT: 3 COORDINATE: x = 1.00 L = 1.63 m MEMBER: 32 Beam_32 -------------------------------------------------------------------------------------------- -------------------------------------------LOADS: Governing Load Case: 54 ULS/43=1*1.00 + 3*1.05 + 5*1.50 1*1.00+3*1.05+5*1.50 ---------------------------------------------------------------------------------------------------------------------------- -----------MATERIAL: S275 ( S275 ) fy = 275.00 MPa ----------------------------------------------------------------------------------------------------------------------------- ----------SECTION PARAMETERS: EQA 50x5 h=50 mm gM0=1.00 gM1=1.00 b=50 mm Ay=250 mm2 Az=250 mm2 Ax=483 mm2 tw=5 mm Iy=111000 mm4 Iz=111000 mm4 Ix=3960 mm4 tf=5 mm Wely=3092 mm3 Welz=3092 mm3 ----------------------------------------------------------------------------------------------------------------------------- ----------INTERNAL FORCES AND CAPACITIES: N,Ed = -0.07 kN My,Ed = -0.12 kN*m Mz,Ed = 0.01 kN*m Vy,Ed = -0.01 kN Nt,Rd = 132.82 kN My,el,Rd = 0.85 kN*m Mz,el,Rd = 0.85 kN*m Vy,T,Rd = 39.68 kN My,c,Rd = 0.85 kN*m Mz,c,Rd = 0.85 kN*m Vz,Ed = -0.11 kN Vz,T,Rd = 39.68 kN Tt,Ed = 0.00 kN*m Class of section = 3 ---------------------------------------------------------------------------------------------------------------------------------------LATERAL BUCKLING PARAMETERS: ---------------------------------------------------------------------------------------------------------------------------------------BUCKLING PARAMETERS: About y axis: About z axis: ---------------------------------------------------------------------------------------------------------------------------------------VERIFICATION FORMULAS: Section strength check: N,Ed/Nt,Rd + My,Ed/My,c,Rd + Mz,Ed/Mz,c,Rd = 0.13 < 1.00 (6.2.1(7)) Vy,Ed/Vy,T,Rd = 0.00 < 1.00 (6.2.6-7) Vz,Ed/Vz,T,Rd = 0.00 < 1.00 (6.2.6-7) Tau,ty,Ed/(fy/(sqrt(3)*gM0)) = 0.00 < 1.00 (6.2.6) Tau,tz,Ed/(fy/(sqrt(3)*gM0)) = 0.00 < 1.00 (6.2.6) ---------------------------------------------------------------------------------------------------------------------------------------LIMIT DISPLACEMENTS Deflections (LOCAL SYSTEM): uy = 0 mm < uy max = L/200.00 = 8 mm Verified Governing Load Case: 5 Wind Y+ 20 m/s (f =1.00) Simulation uz = 0 mm < uz max = L/200.00 = 8 mm Verified Governing Load Case: 131 Seismic SNI1726:2019 Ecc Y- Direction_Y Displacements (GLOBAL SYSTEM): Not analyzed ----------------------------------------------------------------------------------------------------------------------------- ----------- Section OK !!! Date : 02/05/23 Page : 109 RSAP2023 Author: Gama Syahid Address: Jl. Sordang No.16, Ds. Tembeng, Desa Lenek Lauk File: Structure Water Tank Project: Structure Water Tank Marunda Post Date : 02/05/23 Page : 110 RSAP2023 Author: Gama Syahid Address: Jl. Sordang No.16, Ds. Tembeng, Desa Lenek Lauk File: Structure Water Tank Project: Structure Water Tank Marunda Post STEEL DESIGN ----------------------------------------------------------------------------------------------------------------------------- ----------CODE: BS-EN 1993-1:2005/NA:2008/A1:2014, Eurocode 3: Design of steel structures. ANALYSIS TYPE: Member Verification ----------------------------------------------------------------------------------------------------------------------------- ----------CODE GROUP: POINT: 3 COORDINATE: x = 1.00 L = 0.99 m MEMBER: 33 Beam_33 ----------------------------------------------------------------------------------------------------------------------------- ----------LOADS: Governing Load Case: 36 ULS/25=1*1.35 + 3*1.05 + 5*1.50 1*1.35+3*1.05+5*1.50 ---------------------------------------------------------------------------------------------------------------------------------------MATERIAL: S275 ( S275 ) fy = 275.00 MPa --------------------------------------------------------------------------------------------- ------------------------------------------SECTION PARAMETERS: EQA 50x5 h=50 mm gM0=1.00 gM1=1.00 b=50 mm Ay=250 mm2 Az=250 mm2 Ax=483 mm2 tw=5 mm Iy=111000 mm4 Iz=111000 mm4 Ix=3960 mm4 tf=5 mm Wely=3092 mm3 Welz=3092 mm3 ----------------------------------------------------------------------------------------------------------------------------- ----------INTERNAL FORCES AND CAPACITIES: N,Ed = 3.01 kN My,Ed = -0.21 kN*m Mz,Ed = 0.01 kN*m Vy,Ed = -0.03 kN Nc,Rd = 132.82 kN My,el,Rd = 0.85 kN*m Mz,el,Rd = 0.85 kN*m Vy,T,Rd = 39.69 kN Nb,Rd = 132.82 kN My,c,Rd = 0.85 kN*m Mz,c,Rd = 0.85 kN*m Vz,Ed = -0.34 kN Vz,T,Rd = 39.69 kN Tt,Ed = 0.00 kN*m Class of section = 3 ----------------------------------------------------------------------------------------------------------------------------- ----------LATERAL BUCKLING PARAMETERS: ----------------------------------------------------------------------------------------------------------------------------- ----------BUCKLING PARAMETERS: About y axis: About z axis: ----------------------------------------------------------------------------------------------------------------------------- ----------VERIFICATION FORMULAS: Section strength check: N,Ed/Nc,Rd + My,Ed/My,c,Rd + Mz,Ed/Mz,c,Rd = 0.22 < 1.00 (6.2.1(7)) Vy,Ed/Vy,T,Rd = 0.00 < 1.00 (6.2.6-7) Vz,Ed/Vz,T,Rd = 0.01 < 1.00 (6.2.6-7) Tau,ty,Ed/(fy/(sqrt(3)*gM0)) = 0.00 < 1.00 (6.2.6) Tau,tz,Ed/(fy/(sqrt(3)*gM0)) = 0.00 < 1.00 (6.2.6) ---------------------------------------------------------------------------------------------------------------------------------------LIMIT DISPLACEMENTS Deflections (LOCAL SYSTEM): uy = 0 mm < uy max = L/200.00 = 5 mm Verified Governing Load Case: 5 Wind Y+ 20 m/s (f =1.00) Simulation uz = 0 mm < uz max = L/200.00 = 5 mm Verified Governing Load Case: 103 SLS:FRE/34=1*1.00 + 3*0.30 + 5*0.20 1*1.00+3*0.30+5*0.20 Displacements (GLOBAL SYSTEM): Not analyzed ----------------------------------------------------------------------------------------------------------------------------- ----------- Section OK !!! Date : 02/05/23 Page : 111 RSAP2023 Author: Gama Syahid Address: Jl. Sordang No.16, Ds. Tembeng, Desa Lenek Lauk File: Structure Water Tank Project: Structure Water Tank Marunda Post Date : 02/05/23 Page : 112 RSAP2023 Author: Gama Syahid Address: Jl. Sordang No.16, Ds. Tembeng, Desa Lenek Lauk File: Structure Water Tank Project: Structure Water Tank Marunda Post STEEL DESIGN ---------------------------------------------------------------------------------------------------------------------------------------CODE: BS-EN 1993-1:2005/NA:2008/A1:2014, Eurocode 3: Design of steel structures. ANALYSIS TYPE: Member Verification ---------------------------------------------------------------------------------------------------------------------------------------CODE GROUP: POINT: 3 COORDINATE: x = 1.00 L = 0.99 m MEMBER: 34 Beam_34 ---------------------------------------------------------------------------------------------------------------------------------------LOADS: Governing Load Case: 36 ULS/25=1*1.35 + 3*1.05 + 5*1.50 1*1.35+3*1.05+5*1.50 --------------------------------------------------------------------------------------- ------------------------------------------------MATERIAL: S275 ( S275 ) fy = 275.00 MPa ----------------------------------------------------------------------------------------------------------------------------- ----------SECTION PARAMETERS: EQA 50x5 h=50 mm gM0=1.00 gM1=1.00 b=50 mm Ay=250 mm2 Az=250 mm2 Ax=483 mm2 tw=5 mm Iy=111000 mm4 Iz=111000 mm4 Ix=3960 mm4 tf=5 mm Wely=3092 mm3 Welz=3092 mm3 ----------------------------------------------------------------------------------------------------------------------------- ----------INTERNAL FORCES AND CAPACITIES: N,Ed = 3.11 kN My,Ed = -0.01 kN*m Mz,Ed = 0.17 kN*m Vy,Ed = -0.27 kN Nc,Rd = 132.82 kN My,el,Rd = 0.85 kN*m Mz,el,Rd = 0.85 kN*m Vy,T,Rd = 39.69 kN Nb,Rd = 132.82 kN My,c,Rd = 0.85 kN*m Mz,c,Rd = 0.85 kN*m Vz,Ed = -0.04 kN Vz,T,Rd = 39.69 kN Tt,Ed = 0.00 kN*m Class of section = 3 ----------------------------------------------------------------------------------------------------------------------------- ----------LATERAL BUCKLING PARAMETERS: --------------------------------------------------------------------------------------------------------------------------------------- BUCKLING PARAMETERS: About y axis: About z axis: ---------------------------------------------------------------------------------------------------------------------------------------VERIFICATION FORMULAS: Section strength check: N,Ed/Nc,Rd + My,Ed/My,c,Rd + Mz,Ed/Mz,c,Rd = 0.17 < 1.00 (6.2.1(7)) Vy,Ed/Vy,T,Rd = 0.01 < 1.00 (6.2.6-7) Vz,Ed/Vz,T,Rd = 0.00 < 1.00 (6.2.6-7) Tau,ty,Ed/(fy/(sqrt(3)*gM0)) = 0.00 < 1.00 (6.2.6) Tau,tz,Ed/(fy/(sqrt(3)*gM0)) = 0.00 < 1.00 (6.2.6) ------------------------------------------------------------------------------------- --------------------------------------------------LIMIT DISPLACEMENTS Deflections (LOCAL SYSTEM): uy = 0 mm < uy max = L/200.00 = 5 mm Governing Load Case: 5 Wind Y+ 20 m/s (f =1.00) Simulation uz = 0 mm < uz max = L/200.00 = 5 mm Governing Load Case: 5 Wind Y+ 20 m/s (f =1.00) Simulation Verified Verified Displacements (GLOBAL SYSTEM): Not analyzed ------------------------------------------------------------------------------------------------------------- --------------------------- Section OK !!! Date : 02/05/23 Page : 113 RSAP2023 Author: Gama Syahid Address: Jl. Sordang No.16, Ds. Tembeng, Desa Lenek Lauk File: Structure Water Tank Project: Structure Water Tank Marunda Post Date : 02/05/23 Page : 114 RSAP2023 Author: Gama Syahid Address: Jl. Sordang No.16, Ds. Tembeng, Desa Lenek Lauk File: Structure Water Tank Project: Structure Water Tank Marunda Post STEEL DESIGN ----------------------------------------------------------------------------------------------------------------------------- ----------CODE: BS-EN 1993-1:2005/NA:2008/A1:2014, Eurocode 3: Design of steel structures. ANALYSIS TYPE: Member Verification ----------------------------------------------------------------------------------------------------------------------------- ----------CODE GROUP: POINT: 1 COORDINATE: x = 0.00 L = 0.00 m MEMBER: 35 Beam_35 ---------------------------------------------------------------------------------------------------------------------------------------LOADS: Governing Load Case: 36 ULS/25=1*1.35 + 3*1.05 + 5*1.50 1*1.35+3*1.05+5*1.50 ---------------------------------------------------------------------------------------------------------------------------------------MATERIAL: S275 ( S275 ) fy = 275.00 MPa ----------------------------------------------------------------------------------------------------------------------------- ----------SECTION PARAMETERS: EQA 50x5 h=50 mm gM0=1.00 gM1=1.00 b=50 mm Ay=250 mm2 Az=250 mm2 Ax=483 mm2 tw=5 mm Iy=111000 mm4 Iz=111000 mm4 Ix=3960 mm4 tf=5 mm Wely=3092 mm3 Welz=3092 mm3 ------------------------------------------------------------------------------------------------------ ---------------------------------INTERNAL FORCES AND CAPACITIES: N,Ed = 0.09 kN My,Ed = -0.27 kN*m Mz,Ed = -0.02 kN*m Vy,Ed = -0.03 kN Nc,Rd = 132.82 kN My,el,Rd = 0.85 kN*m Mz,el,Rd = 0.85 kN*m Vy,T,Rd = 39.67 kN Nb,Rd = 132.82 kN My,c,Rd = 0.85 kN*m Mz,c,Rd = 0.85 kN*m Vz,Ed = 0.43 kN Vz,T,Rd = 39.67 kN Tt,Ed = -0.00 kN*m Class of section = 3 ----------------------------------------------------------------------------------------------------------------------------- ----------LATERAL BUCKLING PARAMETERS: ----------------------------------------------------------------------------------------------------------------------------- ----------BUCKLING PARAMETERS: About y axis: About z axis: ----------------------------------------------------------------------------------------------------------------------------- ----------VERIFICATION FORMULAS: Section strength check: N,Ed/Nc,Rd + My,Ed/My,c,Rd + Mz,Ed/Mz,c,Rd = 0.33 < 1.00 (6.2.1(7)) Vy,Ed/Vy,T,Rd = 0.00 < 1.00 (6.2.6-7) Vz,Ed/Vz,T,Rd = 0.01 < 1.00 (6.2.6-7) Tau,ty,Ed/(fy/(sqrt(3)*gM0)) = 0.00 < 1.00 (6.2.6) Tau,tz,Ed/(fy/(sqrt(3)*gM0)) = 0.00 < 1.00 (6.2.6) ----------------------------------------------------------------------------------------------------------------------------- ----------LIMIT DISPLACEMENTS Deflections (LOCAL SYSTEM): uy = 0 mm < uy max = L/200.00 = 6 mm Verified Governing Load Case: 123 Seismic SNI1726:2019 Ecc X- Direction_Y uz = 0 mm < uz max = L/200.00 = 6 mm Verified Governing Load Case: 131 Seismic SNI1726:2019 Ecc Y- Direction_Y Displacements (GLOBAL SYSTEM): Not analyzed ----------------------------------------------------------------------------------------------------------------------------- ----------- Section OK !!! Date : 02/05/23 Page : 115 RSAP2023 Author: Gama Syahid Address: Jl. Sordang No.16, Ds. Tembeng, Desa Lenek Lauk File: Structure Water Tank Project: Structure Water Tank Marunda Post Date : 02/05/23 Page : 116 RSAP2023 Author: Gama Syahid Address: Jl. Sordang No.16, Ds. Tembeng, Desa Lenek Lauk File: Structure Water Tank Project: Structure Water Tank Marunda Post STEEL DESIGN ----------------------------------------------------------------------------------------------------------------------------- ----------CODE: BS-EN 1993-1:2005/NA:2008/A1:2014, Eurocode 3: Design of steel structures. ANALYSIS TYPE: Member Verification ----------------------------------------------------------------------------------------------------------------------------- ----------CODE GROUP: POINT: 1 COORDINATE: x = 0.00 L = 0.00 m MEMBER: 36 Beam_36 ----------------------------------------------------------------------------------------------------------------------------- ----------LOADS: Governing Load Case: 45 ULS/34=1*1.35 + 5*1.50 1*1.35+5*1.50 ---------------------------------------------------------------------------------------------------------------------------------------MATERIAL: S275 ( S275 ) fy = 275.00 MPa ----------------------------------------------------------------------------------------- ----------------------------------------------SECTION PARAMETERS: EQA 50x5 h=50 mm gM0=1.00 gM1=1.00 b=50 mm Ay=250 mm2 Az=250 mm2 Ax=483 mm2 tw=5 mm Iy=111000 mm4 Iz=111000 mm4 Ix=3960 mm4 tf=5 mm Wely=3092 mm3 Welz=3092 mm3 ----------------------------------------------------------------------------------------------------------------------------- ----------INTERNAL FORCES AND CAPACITIES: N,Ed = 0.00 kN My,Ed = -0.02 kN*m Mz,Ed = -0.01 kN*m Vy,Ed = -0.02 kN Nc,Rd = 132.82 kN My,el,Rd = 0.85 kN*m Mz,el,Rd = 0.85 kN*m Vy,T,Rd = 39.69 kN Nb,Rd = 132.82 kN My,c,Rd = 0.85 kN*m Mz,c,Rd = 0.85 kN*m Vz,Ed = 0.03 kN Vz,T,Rd = 39.69 kN Tt,Ed = 0.00 kN*m Class of section = 3 ----------------------------------------------------------------------------------------------------------------------------- ----------LATERAL BUCKLING PARAMETERS: ----------------------------------------------------------------------------------------------------------------------------- ----------BUCKLING PARAMETERS: About y axis: About z axis: ----------------------------------------------------------------------------------------------------------------------------- ----------VERIFICATION FORMULAS: Section strength check: N,Ed/Nc,Rd + My,Ed/My,c,Rd + Mz,Ed/Mz,c,Rd = 0.03 < 1.00 (6.2.1(7)) Vy,Ed/Vy,T,Rd = 0.00 < 1.00 (6.2.6-7) Vz,Ed/Vz,T,Rd = 0.00 < 1.00 (6.2.6-7) Tau,ty,Ed/(fy/(sqrt(3)*gM0)) = 0.00 < 1.00 (6.2.6) Tau,tz,Ed/(fy/(sqrt(3)*gM0)) = 0.00 < 1.00 (6.2.6) ---------------------------------------------------------------------------------------------------------------------------------------LIMIT DISPLACEMENTS Deflections (LOCAL SYSTEM): uy = 0 mm < uy max = L/200.00 = 6 mm Governing Load Case: 5 Wind Y+ 20 m/s (f =1.00) Simulation uz = 0 mm < uz max = L/200.00 = 6 mm Governing Load Case: 5 Wind Y+ 20 m/s (f =1.00) Simulation Verified Verified Displacements (GLOBAL SYSTEM): Not analyzed ----------------------------------------------------------------------------------------------------------------------------- ----------- Section OK !!! Date : 02/05/23 Page : 117 RSAP2023 Author: Gama Syahid Address: Jl. Sordang No.16, Ds. Tembeng, Desa Lenek Lauk File: Structure Water Tank Project: Structure Water Tank Marunda Post Date : 02/05/23 Page : 118 RSAP2023 Author: Gama Syahid Address: Jl. Sordang No.16, Ds. Tembeng, Desa Lenek Lauk File: Structure Water Tank Project: Structure Water Tank Marunda Post STEEL DESIGN ----------------------------------------------------------------------------------------------------------------------------- ----------CODE: BS-EN 1993-1:2005/NA:2008/A1:2014, Eurocode 3: Design of steel structures. ANALYSIS TYPE: Member Verification ----------------------------------------------------------------------------------------------------------------------------- ----------CODE GROUP: POINT: 1 COORDINATE: x = 0.00 L = 0.00 m MEMBER: 37 Beam_37 ---------------------------------------------------------------------------------------------------------------------------------------LOADS: Governing Load Case: 36 ULS/25=1*1.35 + 3*1.05 + 5*1.50 1*1.35+3*1.05+5*1.50 ---------------------------------------------------------------------------------------------------------------------------------------MATERIAL: S275 ( S275 ) fy = 275.00 MPa --------------------------------------------------------------------------------------------------------------------------- ------------SECTION PARAMETERS: EQA 50x5 h=50 mm gM0=1.00 gM1=1.00 b=50 mm Ay=250 mm2 Az=250 mm2 Ax=483 mm2 tw=5 mm Iy=111000 mm4 Iz=111000 mm4 Ix=3960 mm4 tf=5 mm Wely=3092 mm3 Welz=3092 mm3 ----------------------------------------------------------------------------------------------------------------------------- ----------INTERNAL FORCES AND CAPACITIES: N,Ed = 0.06 kN My,Ed = -0.02 kN*m Mz,Ed = 0.29 kN*m Vy,Ed = 0.47 kN Nc,Rd = 132.82 kN My,el,Rd = 0.85 kN*m Mz,el,Rd = 0.85 kN*m Vy,T,Rd = 39.66 kN Nb,Rd = 132.82 kN My,c,Rd = 0.85 kN*m Mz,c,Rd = 0.85 kN*m Vz,Ed = 0.03 kN Vz,T,Rd = 39.66 kN Tt,Ed = 0.00 kN*m Class of section = 3 ----------------------------------------------------------------------------------------------------------------------------- ----------LATERAL BUCKLING PARAMETERS: ---------------------------------------------------------------------------------------------------------------------------------------BUCKLING PARAMETERS: About y axis: About z axis: ------------------------------------------------------------------------------------------------------------------------------------- --VERIFICATION FORMULAS: Section strength check: N,Ed/Nc,Rd + My,Ed/My,c,Rd + Mz,Ed/Mz,c,Rd = 0.33 < 1.00 (6.2.1(7)) Vy,Ed/Vy,T,Rd = 0.01 < 1.00 (6.2.6-7) Vz,Ed/Vz,T,Rd = 0.00 < 1.00 (6.2.6-7) Tau,ty,Ed/(fy/(sqrt(3)*gM0)) = 0.00 < 1.00 (6.2.6) Tau,tz,Ed/(fy/(sqrt(3)*gM0)) = 0.00 < 1.00 (6.2.6) ---------------------------------------------------------------------------------------------------------------------------------------LIMIT DISPLACEMENTS Deflections (LOCAL SYSTEM): uy = 0 mm < uy max = L/200.00 = 6 mm Verified Governing Load Case: 123 Seismic SNI1726:2019 Ecc X- Direction_Y uz = 0 mm < uz max = L/200.00 = 6 mm Verified Governing Load Case: 123 Seismic SNI1726:2019 Ecc X- Direction_Y Displacements (GLOBAL SYSTEM): Not analyzed ------------------------------------------------------------------------------------------------- --------------------------------------- Section OK !!! Date : 02/05/23 Page : 119 RSAP2023 Author: Gama Syahid Address: Jl. Sordang No.16, Ds. Tembeng, Desa Lenek Lauk File: Structure Water Tank Project: Structure Water Tank Marunda Post Date : 02/05/23 Page : 120 RSAP2023 Author: Gama Syahid Address: Jl. Sordang No.16, Ds. Tembeng, Desa Lenek Lauk File: Structure Water Tank Project: Structure Water Tank Marunda Post STEEL DESIGN ----------------------------------------------------------------------------------------------------------------------------- ----------CODE: BS-EN 1993-1:2005/NA:2008/A1:2014, Eurocode 3: Design of steel structures. ANALYSIS TYPE: Member Verification ----------------------------------------------------------------------------------------------------------------------------- ----------CODE GROUP: POINT: 2 COORDINATE: x = 0.50 L = 0.58 m MEMBER: 38 Beam_38 ---------------------------------------------------------------------------------------------------------------------------------------LOADS: Governing Load Case: 45 ULS/34=1*1.35 + 5*1.50 1*1.35+5*1.50 ---------------------------------------------------------------------------------------------------------------------------------------MATERIAL: S275 ( S275 ) fy = 275.00 MPa ----------------------------------------------------------------------------------------------------------------------------- ----------SECTION PARAMETERS: EQA 50x5 h=50 mm gM0=1.00 gM1=1.00 b=50 mm Ay=250 mm2 Az=250 mm2 Ax=483 mm2 tw=5 mm Iy=111000 mm4 Iz=111000 mm4 Ix=3960 mm4 tf=5 mm Wely=3092 mm3 Welz=3092 mm3 ------------------------------------------------------------------------------------------------------ ---------------------------------INTERNAL FORCES AND CAPACITIES: N,Ed = -0.00 kN My,Ed = -0.00 kN*m Mz,Ed = 0.02 kN*m Vy,Ed = 0.00 kN Nt,Rd = 132.82 kN My,el,Rd = 0.85 kN*m Mz,el,Rd = 0.85 kN*m Vy,T,Rd = 39.68 kN My,c,Rd = 0.85 kN*m Mz,c,Rd = 0.85 kN*m Vz,Ed = 0.03 kN Vz,T,Rd = 39.68 kN Tt,Ed = 0.00 kN*m Class of section = 3 ----------------------------------------------------------------------------------------------------------------------------- ----------LATERAL BUCKLING PARAMETERS: ----------------------------------------------------------------------------------------------------------------------------- ----------BUCKLING PARAMETERS: About y axis: About z axis: ----------------------------------------------------------------------------------------------------------------------------- ----------VERIFICATION FORMULAS: Section strength check: N,Ed/Nt,Rd + My,Ed/My,c,Rd + Mz,Ed/Mz,c,Rd = 0.02 < 1.00 (6.2.1(7)) Vy,Ed/Vy,T,Rd = 0.00 < 1.00 (6.2.6-7) Vz,Ed/Vz,T,Rd = 0.00 < 1.00 (6.2.6-7) Tau,ty,Ed/(fy/(sqrt(3)*gM0)) = 0.00 < 1.00 (6.2.6) Tau,tz,Ed/(fy/(sqrt(3)*gM0)) = 0.00 < 1.00 (6.2.6) ----------------------------------------------------------------------------------------------------------------------------- ----------LIMIT DISPLACEMENTS Deflections (LOCAL SYSTEM): uy = 0 mm < uy max = L/200.00 = 6 mm Governing Load Case: 5 Wind Y+ 20 m/s (f =1.00) Simulation uz = 0 mm < uz max = L/200.00 = 6 mm Governing Load Case: 5 Wind Y+ 20 m/s (f =1.00) Simulation Verified Verified Displacements (GLOBAL SYSTEM): Not analyzed ----------------------------------------------------------------------------------------------------------------------------- ----------- Section OK !!! Date : 02/05/23 Page : 121 RSAP2023 Author: Gama Syahid Address: Jl. Sordang No.16, Ds. Tembeng, Desa Lenek Lauk File: Structure Water Tank Project: Structure Water Tank Marunda Post Date : 02/05/23 Page : 122 RSAP2023 Author: Gama Syahid Address: Jl. Sordang No.16, Ds. Tembeng, Desa Lenek Lauk File: Structure Water Tank Project: Structure Water Tank Marunda Post STEEL DESIGN ----------------------------------------------------------------------------------------------------------------------------- ----------CODE: BS-EN 1993-1:2005/NA:2008/A1:2014, Eurocode 3: Design of steel structures. ANALYSIS TYPE: Member Verification ----------------------------------------------------------------------------------------------------------------------------- ----------CODE GROUP: POINT: 3 COORDINATE: x = 1.00 L = 0.99 m MEMBER: 39 Beam_39 ----------------------------------------------------------------------------------------------------------------------------- ----------LOADS: Governing Load Case: 36 ULS/25=1*1.35 + 3*1.05 + 5*1.50 1*1.35+3*1.05+5*1.50 ---------------------------------------------------------------------------------------------------------------------------------------MATERIAL: S275 ( S275 ) fy = 275.00 MPa --------------------------------------------------------------------------------------------- ------------------------------------------SECTION PARAMETERS: EQA 50x5 h=50 mm gM0=1.00 gM1=1.00 b=50 mm Ay=250 mm2 Az=250 mm2 Ax=483 mm2 tw=5 mm Iy=111000 mm4 Iz=111000 mm4 Ix=3960 mm4 tf=5 mm Wely=3092 mm3 Welz=3092 mm3 ----------------------------------------------------------------------------------------------------------------------------- ----------INTERNAL FORCES AND CAPACITIES: N,Ed = 4.81 kN My,Ed = 0.07 kN*m Mz,Ed = -0.01 kN*m Vy,Ed = 0.05 kN Nc,Rd = 132.82 kN My,el,Rd = 0.85 kN*m Mz,el,Rd = 0.85 kN*m Vy,T,Rd = 39.68 kN Nb,Rd = 132.82 kN My,c,Rd = 0.85 kN*m Mz,c,Rd = 0.85 kN*m Vz,Ed = 0.15 kN Vz,T,Rd = 39.68 kN Tt,Ed = 0.00 kN*m Class of section = 3 ----------------------------------------------------------------------------------------------------------------------------- ----------LATERAL BUCKLING PARAMETERS: ----------------------------------------------------------------------------------------------------------------------------- ----------BUCKLING PARAMETERS: About y axis: About z axis: ----------------------------------------------------------------------------------------------------------------------------- ----------VERIFICATION FORMULAS: Section strength check: N,Ed/Nc,Rd + My,Ed/My,c,Rd + Mz,Ed/Mz,c,Rd = 0.12 < 1.00 (6.2.1(7)) Vy,Ed/Vy,T,Rd = 0.00 < 1.00 (6.2.6-7) Vz,Ed/Vz,T,Rd = 0.00 < 1.00 (6.2.6-7) Tau,ty,Ed/(fy/(sqrt(3)*gM0)) = 0.00 < 1.00 (6.2.6) Tau,tz,Ed/(fy/(sqrt(3)*gM0)) = 0.00 < 1.00 (6.2.6) ---------------------------------------------------------------------------------------------------------------------------------------LIMIT DISPLACEMENTS Deflections (LOCAL SYSTEM): uy = 0 mm < uy max = L/200.00 = 5 mm Governing Load Case: 5 Wind Y+ 20 m/s (f =1.00) Simulation uz = 0 mm < uz max = L/200.00 = 5 mm Governing Load Case: 5 Wind Y+ 20 m/s (f =1.00) Simulation Verified Verified Displacements (GLOBAL SYSTEM): Not analyzed ----------------------------------------------------------------------------------------------------------------------------- ----------- Section OK !!! Date : 02/05/23 Page : 123 RSAP2023 Author: Gama Syahid Address: Jl. Sordang No.16, Ds. Tembeng, Desa Lenek Lauk File: Structure Water Tank Project: Structure Water Tank Marunda Post Date : 02/05/23 Page : 124 RSAP2023 Author: Gama Syahid Address: Jl. Sordang No.16, Ds. Tembeng, Desa Lenek Lauk File: Structure Water Tank Project: Structure Water Tank Marunda Post STEEL DESIGN ----------------------------------------------------------------------------------------------------------------------------- ----------CODE: BS-EN 1993-1:2005/NA:2008/A1:2014, Eurocode 3: Design of steel structures. ANALYSIS TYPE: Member Verification ----------------------------------------------------------------------------------------------------------------------------- ----------CODE GROUP: POINT: 3 COORDINATE: x = 1.00 L = 0.99 m MEMBER: 40 Beam_40 ---------------------------------------------------------------------------------------------------------------------------------------LOADS: Governing Load Case: 36 ULS/25=1*1.35 + 3*1.05 + 5*1.50 1*1.35+3*1.05+5*1.50 ---------------------------------------------------------------------------------------------------------------------------------------MATERIAL: S275 ( S275 ) fy = 275.00 MPa --------------------------------------------------------------------------------------------------------------------------- ------------SECTION PARAMETERS: EQA 50x5 h=50 mm gM0=1.00 gM1=1.00 b=50 mm Ay=250 mm2 Az=250 mm2 Ax=483 mm2 tw=5 mm Iy=111000 mm4 Iz=111000 mm4 Ix=3960 mm4 tf=5 mm Wely=3092 mm3 Welz=3092 mm3 ----------------------------------------------------------------------------------------------------------------------------- ----------INTERNAL FORCES AND CAPACITIES: N,Ed = 4.80 kN My,Ed = 0.01 kN*m Mz,Ed = -0.08 kN*m Vy,Ed = 0.18 kN Nc,Rd = 132.82 kN My,el,Rd = 0.85 kN*m Mz,el,Rd = 0.85 kN*m Vy,T,Rd = 39.69 kN Nb,Rd = 132.82 kN My,c,Rd = 0.85 kN*m Mz,c,Rd = 0.85 kN*m Vz,Ed = 0.04 kN Vz,T,Rd = 39.69 kN Tt,Ed = -0.00 kN*m Class of section = 3 ----------------------------------------------------------------------------------------------------------------------------- ----------LATERAL BUCKLING PARAMETERS: --------------------------------------------------------------------------------------------------------------------------------------- BUCKLING PARAMETERS: About y axis: About z axis: ----------------------------------------------------------------------------------------------------------------------------- ----------VERIFICATION FORMULAS: Section strength check: N,Ed/Nc,Rd + My,Ed/My,c,Rd + Mz,Ed/Mz,c,Rd = 0.12 < 1.00 (6.2.1(7)) Vy,Ed/Vy,T,Rd = 0.00 < 1.00 (6.2.6-7) Vz,Ed/Vz,T,Rd = 0.00 < 1.00 (6.2.6-7) Tau,ty,Ed/(fy/(sqrt(3)*gM0)) = 0.00 < 1.00 (6.2.6) Tau,tz,Ed/(fy/(sqrt(3)*gM0)) = 0.00 < 1.00 (6.2.6) ---------------------------------------------------------------------------------------------------------------------------------------LIMIT DISPLACEMENTS Deflections (LOCAL SYSTEM): uy = 0 mm < uy max = L/200.00 = 5 mm Verified Governing Load Case: 101 SLS:FRE/32=1*1.00 + 3*0.30 + 2*0.20 1*1.00+3*0.30+2*0.20 uz = 0 mm < uz max = L/200.00 = 5 mm Verified Governing Load Case: 5 Wind Y+ 20 m/s (f =1.00) Simulation Displacements (GLOBAL SYSTEM): Not analyzed ------------------------------------------------------------------------------------- --------------------------------------------------- Section OK !!! Date : 02/05/23 Page : 125 RSAP2023 Author: Gama Syahid Address: Jl. Sordang No.16, Ds. Tembeng, Desa Lenek Lauk File: Structure Water Tank Project: Structure Water Tank Marunda Post Date : 02/05/23 Page : 126 RSAP2023 Author: Gama Syahid Address: Jl. Sordang No.16, Ds. Tembeng, Desa Lenek Lauk File: Structure Water Tank Project: Structure Water Tank Marunda Post STEEL DESIGN ----------------------------------------------------------------------------------------------------------------------------- ----------CODE: BS-EN 1993-1:2005/NA:2008/A1:2014, Eurocode 3: Design of steel structures. ANALYSIS TYPE: Member Verification ----------------------------------------------------------------------------------------------------------------------------- ----------CODE GROUP: POINT: 3 COORDINATE: x = 1.00 L = 1.47 m MEMBER: 41 Beam_41 ---------------------------------------------------------------------------------------------------------------------------------------LOADS: Governing Load Case: 63 ULS/52=1*1.00 + 5*1.50 1*1.00+5*1.50 ---------------------------------------------------------------------------------------------------------------------------------------MATERIAL: S275 ( S275 ) fy = 275.00 MPa ----------------------------------------------------------------------------------------------------------------------------- ----------SECTION PARAMETERS: EQA 50x5 h=50 mm gM0=1.00 gM1=1.00 b=50 mm Ay=250 mm2 Az=250 mm2 Ax=483 mm2 tw=5 mm Iy=111000 mm4 Iz=111000 mm4 Ix=3960 mm4 tf=5 mm Wply=5684 mm3 Wplz=5684 mm3 ------------------------------------------------------------------------------------------------------ ---------------------------------INTERNAL FORCES AND CAPACITIES: N,Ed = 0.04 kN My,Ed = 0.02 kN*m Mz,Ed = -0.04 kN*m Vy,Ed = 0.06 kN Nc,Rd = 132.82 kN My,pl,Rd = 1.56 kN*m Mz,pl,Rd = 1.56 kN*m Vy,T,Rd = 39.69 kN Nb,Rd = 132.82 kN My,c,Rd = 1.56 kN*m Mz,c,Rd = 1.56 kN*m Vz,Ed = 0.05 kN MN,y,Rd = 1.56 kN*m MN,z,Rd = 1.56 kN*m Vz,T,Rd = 39.69 kN Tt,Ed = 0.00 kN*m Class of section = 1 ------------------------------------------------------------------------------------------------------------- --------------------------LATERAL BUCKLING PARAMETERS: ----------------------------------------------------------------------------------------------------------------------------- ----------BUCKLING PARAMETERS: About y axis: About z axis: ----------------------------------------------------------------------------------------------------------------------------- ----------VERIFICATION FORMULAS: Section strength check: N,Ed/Nc,Rd = 0.00 < 1.00 (6.2.4.(1)) My,Ed/MN,y,Rd = 0.01 < 1.00 (6.2.9.1.(2)) Mz,Ed/MN,z,Rd = 0.03 < 1.00 (6.2.9.1.(2)) (My,Ed/MN,y,Rd)^ 1.00 + (Mz,Ed/MN,z,Rd)^1.00 = 0.04 < 1.00 (6.2.9.1.(6)) Vy,Ed/Vy,T,Rd = 0.00 < 1.00 (6.2.6-7) Vz,Ed/Vz,T,Rd = 0.00 < 1.00 (6.2.6-7) Tau,ty,Ed/(fy/(sqrt(3)*gM0)) = 0.00 < 1.00 (6.2.6) Tau,tz,Ed/(fy/(sqrt(3)*gM0)) = 0.00 < 1.00 (6.2.6) ---------------------------------------------------------------------------------------------------------------------------- -----------LIMIT DISPLACEMENTS Deflections (LOCAL SYSTEM): uy = 0 mm < uy max = L/200.00 = 7 mm Governing Load Case: 5 Wind Y+ 20 m/s (f =1.00) Simulation uz = 0 mm < uz max = L/200.00 = 7 mm Governing Load Case: 5 Wind Y+ 20 m/s (f =1.00) Simulation Verified Verified Displacements (GLOBAL SYSTEM): Not analyzed ---------------------------------------------------------------------------------------------------------------------------------------- Date : 02/05/23 Page : 127 RSAP2023 Author: Gama Syahid Address: Jl. Sordang No.16, Ds. Tembeng, Desa Lenek Lauk File: Structure Water Tank Project: Structure Water Tank Marunda Post Section OK !!! Date : 02/05/23 Page : 128 RSAP2023 Author: Gama Syahid Address: Jl. Sordang No.16, Ds. Tembeng, Desa Lenek Lauk File: Structure Water Tank Project: Structure Water Tank Marunda Post STEEL DESIGN ----------------------------------------------------------------------------------------------------------------------------- ----------CODE: BS-EN 1993-1:2005/NA:2008/A1:2014, Eurocode 3: Design of steel structures. ANALYSIS TYPE: Member Verification ----------------------------------------------------------------------------------------------------------------------------- ----------CODE GROUP: POINT: 3 COORDINATE: x = 1.00 L = 1.47 m MEMBER: 42 Beam_42 ----------------------------------------------------------------------------------------------------------------------------- ----------LOADS: Governing Load Case: 36 ULS/25=1*1.35 + 3*1.05 + 5*1.50 1*1.35+3*1.05+5*1.50 ----------------------------------------------------------------------------------------------------------------------------- ----------MATERIAL: S275 ( S275 ) fy = 275.00 MPa ---------------------------------------------------------------------------------------------------------------------------------------SECTION PARAMETERS: EQA 50x5 h=50 mm gM0=1.00 gM1=1.00 b=50 mm Ay=250 mm2 Az=250 mm2 Ax=483 mm2 tw=5 mm Iy=111000 mm4 Iz=111000 mm4 Ix=3960 mm4 tf=5 mm Wely=3092 mm3 Welz=3092 mm3 --------------------------------------------------------------------------------------------------------------- ------------------------INTERNAL FORCES AND CAPACITIES: N,Ed = -0.12 kN My,Ed = -0.07 kN*m Mz,Ed = 0.01 kN*m Vy,Ed = 0.01 kN Nt,Rd = 132.82 kN My,el,Rd = 0.85 kN*m Mz,el,Rd = 0.85 kN*m Vy,T,Rd = 39.65 kN My,c,Rd = 0.85 kN*m Mz,c,Rd = 0.85 kN*m Vz,Ed = -0.07 kN Vz,T,Rd = 39.65 kN Tt,Ed = -0.00 kN*m Class of section = 3 ----------------------------------------------------------------------------------------------------------------------------- ----------LATERAL BUCKLING PARAMETERS: ---------------------------------------------------------------------------------------------------------------------------------------BUCKLING PARAMETERS: About y axis: About z axis: ----------------------------------------------------------------------------------------------------------------------------- ----------VERIFICATION FORMULAS: Section strength check: N,Ed/Nt,Rd + My,Ed/My,c,Rd + Mz,Ed/Mz,c,Rd = 0.08 < 1.00 (6.2.1(7)) Vy,Ed/Vy,T,Rd = 0.00 < 1.00 (6.2.6-7) Vz,Ed/Vz,T,Rd = 0.00 < 1.00 (6.2.6-7) Tau,ty,Ed/(fy/(sqrt(3)*gM0)) = 0.00 < 1.00 (6.2.6) Tau,tz,Ed/(fy/(sqrt(3)*gM0)) = 0.00 < 1.00 (6.2.6) ---------------------------------------------------------------------------------------------------------------------------------------LIMIT DISPLACEMENTS Deflections (LOCAL SYSTEM): uy = 0 mm < uy max = L/200.00 = 7 mm Governing Load Case: 5 Wind Y+ 20 m/s (f =1.00) Simulation uz = 0 mm < uz max = L/200.00 = 7 mm Governing Load Case: 5 Wind Y+ 20 m/s (f =1.00) Simulation Verified Verified Displacements (GLOBAL SYSTEM): Not analyzed ----------------------------------------------------------------------------------------------------------------------------- ----------- Section OK !!! Date : 02/05/23 Page : 129 RSAP2023 Author: Gama Syahid Address: Jl. Sordang No.16, Ds. Tembeng, Desa Lenek Lauk File: Structure Water Tank Project: Structure Water Tank Marunda Post Date : 02/05/23 Page : 130 RSAP2023 Author: Gama Syahid Address: Jl. Sordang No.16, Ds. Tembeng, Desa Lenek Lauk File: Structure Water Tank Project: Structure Water Tank Marunda Post STEEL DESIGN ----------------------------------------------------------------------------------------------------------------------------- ----------CODE: BS-EN 1993-1:2005/NA:2008/A1:2014, Eurocode 3: Design of steel structures. ANALYSIS TYPE: Member Verification ----------------------------------------------------------------------------------------------------------------------------- ----------CODE GROUP: POINT: 1 COORDINATE: x = 0.00 L = 0.00 m MEMBER: 43 Beam_43 ---------------------------------------------------------------------------------------------------------------------------------------LOADS: Governing Load Case: 63 ULS/52=1*1.00 + 5*1.50 1*1.00+5*1.50 ---------------------------------------------------------------------------------------------------------------------------------------MATERIAL: S275 ( S275 ) fy = 275.00 MPa ----------------------------------------------------------------------------------------------------------------------------- ----------SECTION PARAMETERS: EQA 50x5 h=50 mm gM0=1.00 gM1=1.00 b=50 mm Ay=250 mm2 Az=250 mm2 Ax=483 mm2 tw=5 mm Iy=111000 mm4 Iz=111000 mm4 Ix=3960 mm4 tf=5 mm Wely=3092 mm3 Welz=3092 mm3 ----------------------------------------------------------------------------------------------------------------------------- ----------INTERNAL FORCES AND CAPACITIES: N,Ed = -0.23 kN My,Ed = -0.01 kN*m Mz,Ed = 0.24 kN*m Vy,Ed = 0.50 kN Nt,Rd = 132.82 kN My,el,Rd = 0.85 kN*m Mz,el,Rd = 0.85 kN*m Vy,T,Rd = 39.69 kN My,c,Rd = 0.85 kN*m Mz,c,Rd = 0.85 kN*m Vz,Ed = 0.01 kN Vz,T,Rd = 39.69 kN Tt,Ed = -0.00 kN*m Class of section = 3 ---------------------------------------------------------------------------------------------------------------------------------------LATERAL BUCKLING PARAMETERS: ---------------------------------------------------------------------------------------------------------------------------------------BUCKLING PARAMETERS: About y axis: About z axis: -------------------------------------------------------------------------------------------------------------------------------- -------VERIFICATION FORMULAS: Section strength check: N,Ed/Nt,Rd + My,Ed/My,c,Rd + Mz,Ed/Mz,c,Rd = 0.28 < 1.00 (6.2.1(7)) Vy,Ed/Vy,T,Rd = 0.01 < 1.00 (6.2.6-7) Vz,Ed/Vz,T,Rd = 0.00 < 1.00 (6.2.6-7) Tau,ty,Ed/(fy/(sqrt(3)*gM0)) = 0.00 < 1.00 (6.2.6) Tau,tz,Ed/(fy/(sqrt(3)*gM0)) = 0.00 < 1.00 (6.2.6) ----------------------------------------------------------------------------------------------------------------------------- ----------LIMIT DISPLACEMENTS Deflections (LOCAL SYSTEM): uy = 0 mm < uy max = L/200.00 = 5 mm Verified Governing Load Case: 123 Seismic SNI1726:2019 Ecc X- Direction_Y uz = 0 mm < uz max = L/200.00 = 5 mm Verified Governing Load Case: 101 SLS:FRE/32=1*1.00 + 3*0.30 + 2*0.20 1*1.00+3*0.30+2*0.20 Displacements (GLOBAL SYSTEM): Not analyzed ----------------------------------------------------------------------------------------------------------------------------- ----------- Section OK !!! Date : 02/05/23 Page : 131 RSAP2023 Author: Gama Syahid Address: Jl. Sordang No.16, Ds. Tembeng, Desa Lenek Lauk File: Structure Water Tank Project: Structure Water Tank Marunda Post Date : 02/05/23 Page : 132 RSAP2023 Author: Gama Syahid Address: Jl. Sordang No.16, Ds. Tembeng, Desa Lenek Lauk File: Structure Water Tank Project: Structure Water Tank Marunda Post STEEL DESIGN ----------------------------------------------------------------------------------------------------------------------------- ----------CODE: BS-EN 1993-1:2005/NA:2008/A1:2014, Eurocode 3: Design of steel structures. ANALYSIS TYPE: Member Verification ----------------------------------------------------------------------------------------------------------------------------- ----------CODE GROUP: POINT: 1 COORDINATE: x = 0.00 L = 0.00 m MEMBER: 44 Beam_44 ----------------------------------------------------------------------------------------------------------------------------- ----------LOADS: Governing Load Case: 63 ULS/52=1*1.00 + 5*1.50 1*1.00+5*1.50 ---------------------------------------------------------------------------------------------------------------------------------------MATERIAL: S275 ( S275 ) fy = 275.00 MPa ------------------------------------------------------------------------------------------------------------- --------------------------SECTION PARAMETERS: EQA 50x5 h=50 mm gM0=1.00 gM1=1.00 b=50 mm Ay=250 mm2 Az=250 mm2 Ax=483 mm2 tw=5 mm Iy=111000 mm4 Iz=111000 mm4 Ix=3960 mm4 tf=5 mm Wely=3092 mm3 Welz=3092 mm3 ----------------------------------------------------------------------------------------------------------------------------- ----------INTERNAL FORCES AND CAPACITIES: N,Ed = -0.32 kN My,Ed = -0.24 kN*m Mz,Ed = -0.01 kN*m Vy,Ed = -0.03 kN Nt,Rd = 132.82 kN My,el,Rd = 0.85 kN*m Mz,el,Rd = 0.85 kN*m Vy,T,Rd = 39.69 kN My,c,Rd = 0.85 kN*m Mz,c,Rd = 0.85 kN*m Vz,Ed = 0.51 kN Vz,T,Rd = 39.69 kN Tt,Ed = 0.00 kN*m Class of section = 3 ------------------------------------------------------------------------------------------------------------------------------------ ---LATERAL BUCKLING PARAMETERS: ---------------------------------------------------------------------------------------------------------------------------------------BUCKLING PARAMETERS: About y axis: About z axis: ----------------------------------------------------------------------------------------------------------------------------- ----------VERIFICATION FORMULAS: Section strength check: N,Ed/Nt,Rd + My,Ed/My,c,Rd + Mz,Ed/Mz,c,Rd = 0.29 < 1.00 (6.2.1(7)) Vy,Ed/Vy,T,Rd = 0.00 < 1.00 (6.2.6-7) Vz,Ed/Vz,T,Rd = 0.01 < 1.00 (6.2.6-7) Tau,ty,Ed/(fy/(sqrt(3)*gM0)) = 0.00 < 1.00 (6.2.6) Tau,tz,Ed/(fy/(sqrt(3)*gM0)) = 0.00 < 1.00 (6.2.6) ---------------------------------------------------------------------------------------------------------------------------------------LIMIT DISPLACEMENTS Deflections (LOCAL SYSTEM): uy = 0 mm < uy max = L/200.00 = 5 mm Verified Governing Load Case: 101 SLS:FRE/32=1*1.00 + 3*0.30 + 2*0.20 1*1.00+3*0.30+2*0.20 uz = 0 mm < uz max = L/200.00 = 5 mm Verified Governing Load Case: 131 Seismic SNI1726:2019 Ecc Y- Direction_Y Displacements (GLOBAL SYSTEM): Not analyzed ----------------------------------------------------------------------------------------------------------------------------- ----------- Section OK !!! Date : 02/05/23 Page : 133 RSAP2023 Author: Gama Syahid Address: Jl. Sordang No.16, Ds. Tembeng, Desa Lenek Lauk File: Structure Water Tank Project: Structure Water Tank Marunda Post Date : 02/05/23 Page : 134 RSAP2023 Author: Gama Syahid Address: Jl. Sordang No.16, Ds. Tembeng, Desa Lenek Lauk File: Structure Water Tank Project: Structure Water Tank Marunda Post STEEL DESIGN ----------------------------------------------------------------------------------------------------------------------------- ----------CODE: BS-EN 1993-1:2005/NA:2008/A1:2014, Eurocode 3: Design of steel structures. ANALYSIS TYPE: Member Verification ----------------------------------------------------------------------------------------------------------------------------- ----------CODE GROUP: POINT: 1 COORDINATE: x = 0.00 L = 0.00 m MEMBER: 45 Beam_45 ---------------------------------------------------------------------------------------------------------------------------------------LOADS: Governing Load Case: 36 ULS/25=1*1.35 + 3*1.05 + 5*1.50 1*1.35+3*1.05+5*1.50 ---------------------------------------------------------------------------------------------------------------------------------------MATERIAL: S275 ( S275 ) fy = 275.00 MPa --------------------------------------------------------------------------------------------------------------------------- ------------SECTION PARAMETERS: EQA 50x5 h=50 mm gM0=1.00 gM1=1.00 b=50 mm Ay=250 mm2 Az=250 mm2 Ax=483 mm2 tw=5 mm Iy=111000 mm4 Iz=111000 mm4 Ix=3960 mm4 tf=5 mm Wply=5684 mm3 Wplz=5684 mm3 ----------------------------------------------------------------------------------------------------------------------------- ----------INTERNAL FORCES AND CAPACITIES: N,Ed = 0.01 kN My,Ed = 0.01 kN*m Mz,Ed = -0.03 kN*m Vy,Ed = -0.04 kN Nc,Rd = 132.82 kN My,pl,Rd = 1.56 kN*m Mz,pl,Rd = 1.56 kN*m Vy,T,Rd = 39.68 kN Nb,Rd = 132.82 kN My,c,Rd = 1.56 kN*m Mz,c,Rd = 1.56 kN*m Vz,Ed = -0.04 kN MN,y,Rd = 1.56 kN*m MN,z,Rd = 1.56 kN*m Vz,T,Rd = 39.68 kN Tt,Ed = 0.00 kN*m Class of section = 1 ----------------------------------------------------------------------------------------------------------------------------- ----------LATERAL BUCKLING PARAMETERS: ----------------------------------------------------------------------------------------------------------------------------- ----------BUCKLING PARAMETERS: About y axis: About z axis: ----------------------------------------------------------------------------------------------------------------------------- ----------VERIFICATION FORMULAS: Section strength check: N,Ed/Nc,Rd = 0.00 < 1.00 (6.2.4.(1)) My,Ed/MN,y,Rd = 0.01 < 1.00 (6.2.9.1.(2)) Mz,Ed/MN,z,Rd = 0.02 < 1.00 (6.2.9.1.(2)) (My,Ed/MN,y,Rd)^ 1.00 + (Mz,Ed/MN,z,Rd)^1.00 = 0.03 < 1.00 (6.2.9.1.(6)) Vy,Ed/Vy,T,Rd = 0.00 < 1.00 (6.2.6-7) Vz,Ed/Vz,T,Rd = 0.00 < 1.00 (6.2.6-7) Tau,ty,Ed/(fy/(sqrt(3)*gM0)) = 0.00 < 1.00 (6.2.6) Tau,tz,Ed/(fy/(sqrt(3)*gM0)) = 0.00 < 1.00 (6.2.6) ----------------------------------------------------------------------------------------------------------------------------- ----------LIMIT DISPLACEMENTS Deflections (LOCAL SYSTEM): uy = 0 mm < uy max = L/200.00 = 5 mm Verified Governing Load Case: 101 SLS:FRE/32=1*1.00 + 3*0.30 + 2*0.20 1*1.00+3*0.30+2*0.20 uz = 0 mm < uz max = L/200.00 = 5 mm Verified Governing Load Case: 122 Seismic SNI1726:2019 Ecc X- Direction_X Displacements (GLOBAL SYSTEM): Not analyzed ---------------------------------------------------------------------------------------------------------------------------------------- Date : 02/05/23 Page : 135 RSAP2023 Author: Gama Syahid Address: Jl. Sordang No.16, Ds. Tembeng, Desa Lenek Lauk File: Structure Water Tank Project: Structure Water Tank Marunda Post Section OK !!! Date : 02/05/23 Page : 136 RSAP2023 Author: Gama Syahid Address: Jl. Sordang No.16, Ds. Tembeng, Desa Lenek Lauk File: Structure Water Tank Project: Structure Water Tank Marunda Post STEEL DESIGN ------------------------------------------------------------------------------------------------------------------------------------- --CODE: BS-EN 1993-1:2005/NA:2008/A1:2014, Eurocode 3: Design of steel structures. ANALYSIS TYPE: Member Verification ---------------------------------------------------------------------------------------------------------------------------------- -----CODE GROUP: POINT: 1 COORDINATE: x = 0.00 L = 0.00 m MEMBER: 46 Beam_46 ---------------------------------------------------------------------------------------------------------------------------------------LOADS: Governing Load Case: 45 ULS/34=1*1.35 + 5*1.50 1*1.35+5*1.50 ---------------------------------------------------------------------------------------------------------------------------------------MATERIAL: S275 ( S275 ) fy = 275.00 MPa ----------------------------------------------------------------------------------------------------------------------------- ----------SECTION PARAMETERS: EQA 50x5 h=50 mm gM0=1.00 gM1=1.00 b=50 mm Ay=250 mm2 Az=250 mm2 Ax=483 mm2 tw=5 mm Iy=111000 mm4 Iz=111000 mm4 Ix=3960 mm4 tf=5 mm Wely=3092 mm3 Welz=3092 mm3 ------------------------------------------------------------------------------------------------------ ---------------------------------INTERNAL FORCES AND CAPACITIES: N,Ed = 0.05 kN My,Ed = -0.02 kN*m Mz,Ed = -0.01 kN*m Vy,Ed = -0.03 kN Nc,Rd = 132.82 kN My,el,Rd = 0.85 kN*m Mz,el,Rd = 0.85 kN*m Vy,T,Rd = 39.68 kN Nb,Rd = 132.82 kN My,c,Rd = 0.85 kN*m Mz,c,Rd = 0.85 kN*m Vz,Ed = 0.05 kN Vz,T,Rd = 39.68 kN Tt,Ed = -0.00 kN*m Class of section = 3 ----------------------------------------------------------------------------------------------------------------------------- ----------LATERAL BUCKLING PARAMETERS: ----------------------------------------------------------------------------------------------------------------------------- ----------BUCKLING PARAMETERS: About y axis: About z axis: ----------------------------------------------------------------------------------------------------------------------------- ----------VERIFICATION FORMULAS: Section strength check: N,Ed/Nc,Rd + My,Ed/My,c,Rd + Mz,Ed/Mz,c,Rd = 0.03 < 1.00 (6.2.1(7)) Vy,Ed/Vy,T,Rd = 0.00 < 1.00 (6.2.6-7) Vz,Ed/Vz,T,Rd = 0.00 < 1.00 (6.2.6-7) Tau,ty,Ed/(fy/(sqrt(3)*gM0)) = 0.00 < 1.00 (6.2.6) Tau,tz,Ed/(fy/(sqrt(3)*gM0)) = 0.00 < 1.00 (6.2.6) ----------------------------------------------------------------------------------------------------------------------------- ----------LIMIT DISPLACEMENTS Deflections (LOCAL SYSTEM): uy = 0 mm < uy max = L/200.00 = 5 mm Verified Governing Load Case: 122 Seismic SNI1726:2019 Ecc X- Direction_X uz = 0 mm < uz max = L/200.00 = 5 mm Verified Governing Load Case: 103 SLS:FRE/34=1*1.00 + 3*0.30 + 5*0.20 1*1.00+3*0.30+5*0.20 Displacements (GLOBAL SYSTEM): Not analyzed ----------------------------------------------------------------------------------------------------------------------------- ----------- Section OK !!! Date : 02/05/23 Page : 137 RSAP2023 Author: Gama Syahid Address: Jl. Sordang No.16, Ds. Tembeng, Desa Lenek Lauk File: Structure Water Tank Project: Structure Water Tank Marunda Post Date : 02/05/23 Page : 138 RSAP2023 Author: Gama Syahid Address: Jl. Sordang No.16, Ds. Tembeng, Desa Lenek Lauk File: Structure Water Tank Project: Structure Water Tank Marunda Post STEEL DESIGN ----------------------------------------------------------------------------------------------------------------------------- ----------CODE: BS-EN 1993-1:2005/NA:2008/A1:2014, Eurocode 3: Design of steel structures. ANALYSIS TYPE: Member Verification ----------------------------------------------------------------------------------------------------------------------------- ----------CODE GROUP: POINT: 3 COORDINATE: x = 1.00 L = 0.94 m MEMBER: 48 Beam_48 ----------------------------------------------------------------------------------------------------------------------------- ----------LOADS: Governing Load Case: 36 ULS/25=1*1.35 + 3*1.05 + 5*1.50 1*1.35+3*1.05+5*1.50 ---------------------------------------------------------------------------------------------------------------------------------------MATERIAL: S275 ( S275 ) fy = 275.00 MPa --------------------------------------------------------------------------------------------- ------------------------------------------SECTION PARAMETERS: EQA 50x5 h=50 mm gM0=1.00 gM1=1.00 b=50 mm Ay=250 mm2 Az=250 mm2 Ax=483 mm2 tw=5 mm Iy=111000 mm4 Iz=111000 mm4 Ix=3960 mm4 tf=5 mm Wply=5684 mm3 Wplz=5684 mm3 ----------------------------------------------------------------------------------------------------------------------------- ----------INTERNAL FORCES AND CAPACITIES: N,Ed = 4.17 kN My,Ed = 0.43 kN*m Mz,Ed = -0.06 kN*m Vy,Ed = 0.10 kN Nc,Rd = 132.82 kN My,pl,Rd = 1.56 kN*m Mz,pl,Rd = 1.56 kN*m Vy,T,Rd = 39.69 kN Nb,Rd = 132.82 kN My,c,Rd = 1.56 kN*m Mz,c,Rd = 1.56 kN*m Vz,Ed = 0.67 kN MN,y,Rd = 1.56 kN*m MN,z,Rd = 1.56 kN*m Vz,T,Rd = 39.69 kN Tt,Ed = -0.00 kN*m Class of section = 1 ----------------------------------------------------------------------------------------------------------------------------- ----------LATERAL BUCKLING PARAMETERS: ----------------------------------------------------------------------------------------------------------------------------- ----------BUCKLING PARAMETERS: About y axis: About z axis: ----------------------------------------------------------------------------------------------------------------------------- ----------VERIFICATION FORMULAS: Section strength check: N,Ed/Nc,Rd = 0.03 < 1.00 (6.2.4.(1)) My,Ed/MN,y,Rd = 0.28 < 1.00 (6.2.9.1.(2)) Mz,Ed/MN,z,Rd = 0.04 < 1.00 (6.2.9.1.(2)) (My,Ed/MN,y,Rd)^ 1.00 + (Mz,Ed/MN,z,Rd)^1.00 = 0.32 < 1.00 (6.2.9.1.(6)) Vy,Ed/Vy,T,Rd = 0.00 < 1.00 (6.2.6-7) Vz,Ed/Vz,T,Rd = 0.02 < 1.00 (6.2.6-7) Tau,ty,Ed/(fy/(sqrt(3)*gM0)) = 0.00 < 1.00 (6.2.6) Tau,tz,Ed/(fy/(sqrt(3)*gM0)) = 0.00 < 1.00 (6.2.6) ----------------------------------------------------------------------------------------------------------------------------- ----------LIMIT DISPLACEMENTS Deflections (LOCAL SYSTEM): uy = 0 mm < uy max = L/200.00 = 5 mm Verified Governing Load Case: 101 SLS:FRE/32=1*1.00 + 3*0.30 + 2*0.20 1*1.00+3*0.30+2*0.20 uz = 0 mm < uz max = L/200.00 = 5 mm Verified Governing Load Case: 103 SLS:FRE/34=1*1.00 + 3*0.30 + 5*0.20 1*1.00+3*0.30+5*0.20 Displacements (GLOBAL SYSTEM): Not analyzed ----------------------------------------------------------------------------------------------------------------------------- ----------- Date : 02/05/23 Page : 139 RSAP2023 Author: Gama Syahid Address: Jl. Sordang No.16, Ds. Tembeng, Desa Lenek Lauk File: Structure Water Tank Project: Structure Water Tank Marunda Post Section OK !!! Date : 02/05/23 Page : 140 RSAP2023 Author: Gama Syahid Address: Jl. Sordang No.16, Ds. Tembeng, Desa Lenek Lauk File: Structure Water Tank Project: Structure Water Tank Marunda Post STEEL DESIGN ----------------------------------------------------------------------------------------------------------------------------- ----------CODE: BS-EN 1993-1:2005/NA:2008/A1:2014, Eurocode 3: Design of steel structures. ANALYSIS TYPE: Member Verification ----------------------------------------------------------------------------------------------------------------------------- ----------CODE GROUP: POINT: 3 COORDINATE: x = 1.00 L = 0.94 m MEMBER: 49 Beam_49 ---------------------------------------------------------------------------------------------------------------------------------------LOADS: Governing Load Case: 34 ULS/23=1*1.35 + 3*1.05 + 2*1.50 1*1.35+3*1.05+2*1.50 ---------------------------------------------------------------------------------------------------------------------------------------MATERIAL: S275 ( S275 ) fy = 275.00 MPa --------------------------------------------------------------------------------------------------------------------------- ------------SECTION PARAMETERS: EQA 50x5 h=50 mm gM0=1.00 gM1=1.00 b=50 mm Ay=250 mm2 Az=250 mm2 Ax=483 mm2 tw=5 mm Iy=111000 mm4 Iz=111000 mm4 Ix=3960 mm4 tf=5 mm Wply=5684 mm3 Wplz=5684 mm3 ----------------------------------------------------------------------------------------------------------------------------- ----------INTERNAL FORCES AND CAPACITIES: N,Ed = 4.46 kN My,Ed = 0.07 kN*m Mz,Ed = -0.33 kN*m Vy,Ed = 0.47 kN Nc,Rd = 132.82 kN My,pl,Rd = 1.56 kN*m Mz,pl,Rd = 1.56 kN*m Vy,T,Rd = 39.68 kN Nb,Rd = 132.82 kN My,c,Rd = 1.56 kN*m Mz,c,Rd = 1.56 kN*m Vz,Ed = 0.11 kN MN,y,Rd = 1.56 kN*m MN,z,Rd = 1.56 kN*m Vz,T,Rd = 39.68 kN Tt,Ed = 0.00 kN*m Class of section = 1 ----------------------------------------------------------------------------------------------------------------------------- ----------LATERAL BUCKLING PARAMETERS: ----------------------------------------------------------------------------------------------------------------------------- ----------BUCKLING PARAMETERS: About y axis: About z axis: ---------------------------------------------------------------------------------------------------------------------------------------VERIFICATION FORMULAS: Section strength check: N,Ed/Nc,Rd = 0.03 < 1.00 (6.2.4.(1)) My,Ed/MN,y,Rd = 0.05 < 1.00 (6.2.9.1.(2)) Mz,Ed/MN,z,Rd = 0.21 < 1.00 (6.2.9.1.(2)) (My,Ed/MN,y,Rd)^ 1.00 + (Mz,Ed/MN,z,Rd)^1.00 = 0.26 < 1.00 (6.2.9.1.(6)) Vy,Ed/Vy,T,Rd = 0.01 < 1.00 (6.2.6-7) Vz,Ed/Vz,T,Rd = 0.00 < 1.00 (6.2.6-7) Tau,ty,Ed/(fy/(sqrt(3)*gM0)) = 0.00 < 1.00 (6.2.6) Tau,tz,Ed/(fy/(sqrt(3)*gM0)) = 0.00 < 1.00 (6.2.6) ----------------------------------------------------------------------------------------------------------------------------- ----------LIMIT DISPLACEMENTS Deflections (LOCAL SYSTEM): uy = 0 mm < uy max = L/200.00 = 5 mm Verified Governing Load Case: 101 SLS:FRE/32=1*1.00 + 3*0.30 + 2*0.20 1*1.00+3*0.30+2*0.20 uz = 0 mm < uz max = L/200.00 = 5 mm Verified Governing Load Case: 101 SLS:FRE/32=1*1.00 + 3*0.30 + 2*0.20 1*1.00+3*0.30+2*0.20 Displacements (GLOBAL SYSTEM): Not analyzed ---------------------------------------------------------------------------------------------------------------------------------------- Date : 02/05/23 Page : 141 RSAP2023 Author: Gama Syahid Address: Jl. Sordang No.16, Ds. Tembeng, Desa Lenek Lauk File: Structure Water Tank Project: Structure Water Tank Marunda Post Section OK !!! Date : 02/05/23 Page : 142 RSAP2023 Author: Gama Syahid Address: Jl. Sordang No.16, Ds. Tembeng, Desa Lenek Lauk File: Structure Water Tank Project: Structure Water Tank Marunda Post STEEL DESIGN ----------------------------------------------------------------------------------------------------------------------------- ----------CODE: BS-EN 1993-1:2005/NA:2008/A1:2014, Eurocode 3: Design of steel structures. ANALYSIS TYPE: Member Verification ----------------------------------------------------------------------------------------------------------------------------- ----------CODE GROUP: POINT: 3 COORDINATE: x = 1.00 L = 0.94 m MEMBER: 50 Beam_50 ----------------------------------------------------------------------------------------------------------------------------- ----------LOADS: Governing Load Case: 34 ULS/23=1*1.35 + 3*1.05 + 2*1.50 1*1.35+3*1.05+2*1.50 ---------------------------------------------------------------------------------------------------------------------------------------MATERIAL: S275 ( S275 ) fy = 275.00 MPa --------------------------------------------------------------------------------------------- ------------------------------------------SECTION PARAMETERS: EQA 50x5 h=50 mm gM0=1.00 gM1=1.00 b=50 mm Ay=250 mm2 Az=250 mm2 Ax=483 mm2 tw=5 mm Iy=111000 mm4 Iz=111000 mm4 Ix=3960 mm4 tf=5 mm Wply=5684 mm3 Wplz=5684 mm3 ----------------------------------------------------------------------------------------------------------------------------- ----------INTERNAL FORCES AND CAPACITIES: N,Ed = 4.42 kN My,Ed = 0.37 kN*m Mz,Ed = -0.08 kN*m Vy,Ed = 0.12 kN Nc,Rd = 132.82 kN My,pl,Rd = 1.56 kN*m Mz,pl,Rd = 1.56 kN*m Vy,T,Rd = 39.69 kN Nb,Rd = 132.82 kN My,c,Rd = 1.56 kN*m Mz,c,Rd = 1.56 kN*m Vz,Ed = 0.52 kN MN,y,Rd = 1.56 kN*m MN,z,Rd = 1.56 kN*m Vz,T,Rd = 39.69 kN Tt,Ed = -0.00 kN*m Class of section = 1 ----------------------------------------------------------------------------------------------------------------------------- ----------LATERAL BUCKLING PARAMETERS: ----------------------------------------------------------------------------------------------------------------------------- ----------BUCKLING PARAMETERS: About y axis: About z axis: ---------------------------------------------------------------------------------------------------------------------------------------VERIFICATION FORMULAS: Section strength check: N,Ed/Nc,Rd = 0.03 < 1.00 (6.2.4.(1)) My,Ed/MN,y,Rd = 0.24 < 1.00 (6.2.9.1.(2)) Mz,Ed/MN,z,Rd = 0.05 < 1.00 (6.2.9.1.(2)) (My,Ed/MN,y,Rd)^ 1.00 + (Mz,Ed/MN,z,Rd)^1.00 = 0.29 < 1.00 (6.2.9.1.(6)) Vy,Ed/Vy,T,Rd = 0.00 < 1.00 (6.2.6-7) Vz,Ed/Vz,T,Rd = 0.01 < 1.00 (6.2.6-7) Tau,ty,Ed/(fy/(sqrt(3)*gM0)) = 0.00 < 1.00 (6.2.6) Tau,tz,Ed/(fy/(sqrt(3)*gM0)) = 0.00 < 1.00 (6.2.6) ----------------------------------------------------------------------------------------------------------------------------- ----------LIMIT DISPLACEMENTS Deflections (LOCAL SYSTEM): uy = 0 mm < uy max = L/200.00 = 5 mm Verified Governing Load Case: 101 SLS:FRE/32=1*1.00 + 3*0.30 + 2*0.20 1*1.00+3*0.30+2*0.20 uz = 0 mm < uz max = L/200.00 = 5 mm Verified Governing Load Case: 101 SLS:FRE/32=1*1.00 + 3*0.30 + 2*0.20 1*1.00+3*0.30+2*0.20 Displacements (GLOBAL SYSTEM): Not analyzed ----------------------------------------------------------------------------------------------------- ----------------------------------- Date : 02/05/23 Page : 143 RSAP2023 Author: Gama Syahid Address: Jl. Sordang No.16, Ds. Tembeng, Desa Lenek Lauk File: Structure Water Tank Project: Structure Water Tank Marunda Post Section OK !!! Date : 02/05/23 Page : 144 RSAP2023 Author: Gama Syahid Address: Jl. Sordang No.16, Ds. Tembeng, Desa Lenek Lauk File: Structure Water Tank Project: Structure Water Tank Marunda Post STEEL DESIGN ------------------------------------------------------------------------------------ ---------------------------------------------------CODE: BS-EN 1993-1:2005/NA:2008/A1:2014, Eurocode 3: Design of steel structures. ANALYSIS TYPE: Member Verification ---------------------------------------------------------------------------------------------------------------------------------------CODE GROUP: POINT: 3 COORDINATE: x = 1.00 L = 0.94 m MEMBER: 51 Beam_51 ------------------------------------------------------------------------------------------------------------------ ---------------------LOADS: Governing Load Case: 36 ULS/25=1*1.35 + 3*1.05 + 5*1.50 1*1.35+3*1.05+5*1.50 ----------------------------------------------------------------------------------------------------------------------------- ----------MATERIAL: S275 ( S275 ) fy = 275.00 MPa ----------------------------------------------------------------------------------------------------------------------------- ----------SECTION PARAMETERS: EQA 50x5 h=50 mm gM0=1.00 gM1=1.00 b=50 mm Ay=250 mm2 Az=250 mm2 Ax=483 mm2 tw=5 mm Iy=111000 mm4 Iz=111000 mm4 Ix=3960 mm4 tf=5 mm Wply=5684 mm3 Wplz=5684 mm3 ----------------------------------------------------------------------------------------------------------------------------- ----------INTERNAL FORCES AND CAPACITIES: N,Ed = 4.08 kN My,Ed = 0.07 kN*m Mz,Ed = -0.47 kN*m Vy,Ed = 0.72 kN Nc,Rd = 132.82 kN My,pl,Rd = 1.56 kN*m Mz,pl,Rd = 1.56 kN*m Vy,T,Rd = 39.69 kN Nb,Rd = 132.82 kN My,c,Rd = 1.56 kN*m Mz,c,Rd = 1.56 kN*m Vz,Ed = 0.10 kN MN,y,Rd = 1.56 kN*m MN,z,Rd = 1.56 kN*m Vz,T,Rd = 39.69 kN Tt,Ed = 0.00 kN*m Class of section = 1 ------------------------------------------------------------------------------------------------------------------------------------ ---LATERAL BUCKLING PARAMETERS: ---------------------------------------------------------------------------------------------------------------------------------------BUCKLING PARAMETERS: About y axis: About z axis: ----------------------------------------------------------------------------------------------------------------------------- ----------VERIFICATION FORMULAS: Section strength check: N,Ed/Nc,Rd = 0.03 < 1.00 (6.2.4.(1)) My,Ed/MN,y,Rd = 0.04 < 1.00 (6.2.9.1.(2)) Mz,Ed/MN,z,Rd = 0.30 < 1.00 (6.2.9.1.(2)) (My,Ed/MN,y,Rd)^ 1.00 + (Mz,Ed/MN,z,Rd)^1.00 = 0.35 < 1.00 (6.2.9.1.(6)) Vy,Ed/Vy,T,Rd = 0.02 < 1.00 (6.2.6-7) Vz,Ed/Vz,T,Rd = 0.00 < 1.00 (6.2.6-7) Tau,ty,Ed/(fy/(sqrt(3)*gM0)) = 0.00 < 1.00 (6.2.6) Tau,tz,Ed/(fy/(sqrt(3)*gM0)) = 0.00 < 1.00 (6.2.6) ----------------------------------------------------------------------------------------------------------------------------- ----------LIMIT DISPLACEMENTS Deflections (LOCAL SYSTEM): uy = 0 mm < uy max = L/200.00 = 5 mm Verified Governing Load Case: 103 SLS:FRE/34=1*1.00 + 3*0.30 + 5*0.20 1*1.00+3*0.30+5*0.20 uz = 0 mm < uz max = L/200.00 = 5 mm Verified Governing Load Case: 101 SLS:FRE/32=1*1.00 + 3*0.30 + 2*0.20 1*1.00+3*0.30+2*0.20 Displacements (GLOBAL SYSTEM): Not analyzed ---------------------------------------------------------------------------------------------------------------------------------------- Date : 02/05/23 Page : 145 RSAP2023 Author: Gama Syahid Address: Jl. Sordang No.16, Ds. Tembeng, Desa Lenek Lauk File: Structure Water Tank Project: Structure Water Tank Marunda Post Section OK !!! Date : 02/05/23 Page : 146 RSAP2023 Author: Gama Syahid Address: Jl. Sordang No.16, Ds. Tembeng, Desa Lenek Lauk File: Structure Water Tank Project: Structure Water Tank Marunda Post STEEL DESIGN ----------------------------------------------------------------------------------------------------------------------------- ----------CODE: BS-EN 1993-1:2005/NA:2008/A1:2014, Eurocode 3: Design of steel structures. ANALYSIS TYPE: Member Verification ----------------------------------------------------------------------------------------------------------------------------- ----------CODE GROUP: POINT: 2 COORDINATE: x = 0.50 L = 0.64 m MEMBER: 52 Beam_52 ----------------------------------------------------------------------------------------------------------------------------- ----------LOADS: Governing Load Case: 34 ULS/23=1*1.35 + 3*1.05 + 2*1.50 1*1.35+3*1.05+2*1.50 ---------------------------------------------------------------------------------------------------------------------------------------MATERIAL: S275 ( S275 ) fy = 275.00 MPa --------------------------------------------------------------------------------------------- ------------------------------------------SECTION PARAMETERS: EQA 50x5 h=50 mm gM0=1.00 gM1=1.00 b=50 mm Ay=250 mm2 Az=250 mm2 Ax=483 mm2 tw=5 mm Iy=111000 mm4 Iz=111000 mm4 Ix=3960 mm4 tf=5 mm Wely=3092 mm3 Welz=3092 mm3 ----------------------------------------------------------------------------------------------------------------------------- ----------INTERNAL FORCES AND CAPACITIES: N,Ed = 0.03 kN My,Ed = -0.01 kN*m Mz,Ed = -0.00 kN*m Vy,Ed = -0.00 kN Nc,Rd = 132.82 kN My,el,Rd = 0.85 kN*m Mz,el,Rd = 0.85 kN*m Vy,T,Rd = 39.68 kN Nb,Rd = 132.82 kN My,c,Rd = 0.85 kN*m Mz,c,Rd = 0.85 kN*m Vz,Ed = -0.00 kN Vz,T,Rd = 39.68 kN Tt,Ed = 0.00 kN*m Class of section = 3 ----------------------------------------------------------------------------------------------------------------------------- ----------LATERAL BUCKLING PARAMETERS: ----------------------------------------------------------------------------------------------------------------------------- ----------BUCKLING PARAMETERS: About y axis: About z axis: ----------------------------------------------------------------------------------------------------------------------------- ----------VERIFICATION FORMULAS: Section strength check: N,Ed/Nc,Rd + My,Ed/My,c,Rd + Mz,Ed/Mz,c,Rd = 0.01 < 1.00 (6.2.1(7)) Vy,Ed/Vy,T,Rd = 0.00 < 1.00 (6.2.6-7) Vz,Ed/Vz,T,Rd = 0.00 < 1.00 (6.2.6-7) Tau,ty,Ed/(fy/(sqrt(3)*gM0)) = 0.00 < 1.00 (6.2.6) Tau,tz,Ed/(fy/(sqrt(3)*gM0)) = 0.00 < 1.00 (6.2.6) ---------------------------------------------------------------------------------------------------------------------------------------LIMIT DISPLACEMENTS Deflections (LOCAL SYSTEM): uy = 0 mm < uy max = L/200.00 = 6 mm Verified Governing Load Case: 4 Wind X+ 20 m/s (f =1.00) Simulation uz = 0 mm < uz max = L/200.00 = 6 mm Verified Governing Load Case: 101 SLS:FRE/32=1*1.00 + 3*0.30 + 2*0.20 1*1.00+3*0.30+2*0.20 Displacements (GLOBAL SYSTEM): Not analyzed ----------------------------------------------------------------------------------------------------------------------------- ----------- Section OK !!! Date : 02/05/23 Page : 147 RSAP2023 Author: Gama Syahid Address: Jl. Sordang No.16, Ds. Tembeng, Desa Lenek Lauk File: Structure Water Tank Project: Structure Water Tank Marunda Post Date : 02/05/23 Page : 148 RSAP2023 Author: Gama Syahid Address: Jl. Sordang No.16, Ds. Tembeng, Desa Lenek Lauk File: Structure Water Tank Project: Structure Water Tank Marunda Post STEEL DESIGN ----------------------------------------------------------------------------------------------------------------------------- ----------CODE: BS-EN 1993-1:2005/NA:2008/A1:2014, Eurocode 3: Design of steel structures. ANALYSIS TYPE: Member Verification ----------------------------------------------------------------------------------------------------------------------------- ----------CODE GROUP: POINT: 2 COORDINATE: x = 0.50 L = 0.64 m MEMBER: 53 Beam_53 ---------------------------------------------------------------------------------------------------------------------------------------LOADS: Governing Load Case: 34 ULS/23=1*1.35 + 3*1.05 + 2*1.50 1*1.35+3*1.05+2*1.50 ---------------------------------------------------------------------------------------------------------------------------------------MATERIAL: S275 ( S275 ) fy = 275.00 MPa --------------------------------------------------------------------------------------------------------------------------- ------------SECTION PARAMETERS: EQA 50x5 h=50 mm gM0=1.00 gM1=1.00 b=50 mm Ay=250 mm2 Az=250 mm2 Ax=483 mm2 tw=5 mm Iy=111000 mm4 Iz=111000 mm4 Ix=3960 mm4 tf=5 mm Wely=3092 mm3 Welz=3092 mm3 ----------------------------------------------------------------------------------------------------------------------------- ----------INTERNAL FORCES AND CAPACITIES: N,Ed = 0.36 kN My,Ed = -0.12 kN*m Mz,Ed = 0.00 kN*m Vy,Ed = -0.02 kN Nc,Rd = 132.82 kN My,el,Rd = 0.85 kN*m Mz,el,Rd = 0.85 kN*m Vy,T,Rd = 39.66 kN Nb,Rd = 132.82 kN My,c,Rd = 0.85 kN*m Mz,c,Rd = 0.85 kN*m Vz,Ed = 0.02 kN Vz,T,Rd = 39.66 kN Tt,Ed = 0.00 kN*m Class of section = 3 ----------------------------------------------------------------------------------------------------------------------------- ----------LATERAL BUCKLING PARAMETERS: --------------------------------------------------------------------------------------------------------------------------------------- BUCKLING PARAMETERS: About y axis: About z axis: ----------------------------------------------------------------------------------------------------------------------------- ----------VERIFICATION FORMULAS: Section strength check: N,Ed/Nc,Rd + My,Ed/My,c,Rd + Mz,Ed/Mz,c,Rd = 0.14 < 1.00 (6.2.1(7)) Vy,Ed/Vy,T,Rd = 0.00 < 1.00 (6.2.6-7) Vz,Ed/Vz,T,Rd = 0.00 < 1.00 (6.2.6-7) Tau,ty,Ed/(fy/(sqrt(3)*gM0)) = 0.00 < 1.00 (6.2.6) Tau,tz,Ed/(fy/(sqrt(3)*gM0)) = 0.00 < 1.00 (6.2.6) ---------------------------------------------------------------------------------------------------------------------------------------LIMIT DISPLACEMENTS Deflections (LOCAL SYSTEM): uy = 0 mm < uy max = L/200.00 = 6 mm Verified Governing Load Case: 9 Wind Y+ 20 m/s (f =1.00) Simulation (2) uz = 0 mm < uz max = L/200.00 = 6 mm Verified Governing Load Case: 101 SLS:FRE/32=1*1.00 + 3*0.30 + 2*0.20 1*1.00+3*0.30+2*0.20 Displacements (GLOBAL SYSTEM): Not analyzed ----------------------------------------------------------------------------------------------------------------------------- ----------- Section OK !!! Date : 02/05/23 Page : 149 RSAP2023 Author: Gama Syahid Address: Jl. Sordang No.16, Ds. Tembeng, Desa Lenek Lauk File: Structure Water Tank Project: Structure Water Tank Marunda Post Date : 02/05/23 Page : 150 RSAP2023 Author: Gama Syahid Address: Jl. Sordang No.16, Ds. Tembeng, Desa Lenek Lauk File: Structure Water Tank Project: Structure Water Tank Marunda Post STEEL DESIGN ---------------------------------------------------------------------------------------------------------------------------------------CODE: BS-EN 1993-1:2005/NA:2008/A1:2014, Eurocode 3: Design of steel structures. ANALYSIS TYPE: Member Verification ------------------------------------------------------------------------------------------------------------------------------------- --CODE GROUP: POINT: 2 COORDINATE: x = 0.50 L = 0.64 m MEMBER: 54 Beam_54 ---------------------------------------------------------------------------------------------------------------------------------------LOADS: Governing Load Case: 34 ULS/23=1*1.35 + 3*1.05 + 2*1.50 1*1.35+3*1.05+2*1.50 ---------------------------------------------------------------------------------------------------------------------------------------MATERIAL: S275 ( S275 ) fy = 275.00 MPa ---------------------------------------------------------------------------------------------------------------------------------- -----SECTION PARAMETERS: EQA 50x5 h=50 mm gM0=1.00 gM1=1.00 b=50 mm Ay=250 mm2 Az=250 mm2 Ax=483 mm2 tw=5 mm Iy=111000 mm4 Iz=111000 mm4 Ix=3960 mm4 tf=5 mm Wely=3092 mm3 Welz=3092 mm3 --------------------------------------------------------------------------------------------------------------- ------------------------INTERNAL FORCES AND CAPACITIES: N,Ed = -0.08 kN My,Ed = -0.46 kN*m Mz,Ed = -0.00 kN*m Vy,Ed = -0.00 kN Nt,Rd = 132.82 kN My,el,Rd = 0.85 kN*m Mz,el,Rd = 0.85 kN*m Vy,T,Rd = 39.68 kN My,c,Rd = 0.85 kN*m Mz,c,Rd = 0.85 kN*m Vz,Ed = 0.02 kN Vz,T,Rd = 39.68 kN Tt,Ed = 0.00 kN*m Class of section = 3 ----------------------------------------------------------------------------------------------------------------------------- ----------LATERAL BUCKLING PARAMETERS: ----------------------------------------------------------------------------------------------------------------------------- ----------BUCKLING PARAMETERS: About y axis: About z axis: ----------------------------------------------------------------------------------------------------------------------------- ----------VERIFICATION FORMULAS: Section strength check: N,Ed/Nt,Rd + My,Ed/My,c,Rd + Mz,Ed/Mz,c,Rd = 0.54 < 1.00 (6.2.1(7)) Vy,Ed/Vy,T,Rd = 0.00 < 1.00 (6.2.6-7) Vz,Ed/Vz,T,Rd = 0.00 < 1.00 (6.2.6-7) Tau,ty,Ed/(fy/(sqrt(3)*gM0)) = 0.00 < 1.00 (6.2.6) Tau,tz,Ed/(fy/(sqrt(3)*gM0)) = 0.00 < 1.00 (6.2.6) ----------------------------------------------------------------------------------------------------------------------------- ----------LIMIT DISPLACEMENTS Deflections (LOCAL SYSTEM): uy = 0 mm < uy max = L/200.00 = 6 mm Verified Governing Load Case: 5 Wind Y+ 20 m/s (f =1.00) Simulation uz = 2 mm < uz max = L/200.00 = 6 mm Verified Governing Load Case: 101 SLS:FRE/32=1*1.00 + 3*0.30 + 2*0.20 1*1.00+3*0.30+2*0.20 Displacements (GLOBAL SYSTEM): Not analyzed ----------------------------------------------------------------------------------------------------------------------------- ----------- Section OK !!! Date : 02/05/23 Page : 151 RSAP2023 Author: Gama Syahid Address: Jl. Sordang No.16, Ds. Tembeng, Desa Lenek Lauk File: Structure Water Tank Project: Structure Water Tank Marunda Post Date : 02/05/23 Page : 152 RSAP2023 Author: Gama Syahid Address: Jl. Sordang No.16, Ds. Tembeng, Desa Lenek Lauk File: Structure Water Tank Project: Structure Water Tank Marunda Post STEEL DESIGN ---------------------------------------------------------------------------------------------------------------------------------------CODE: BS-EN 1993-1:2005/NA:2008/A1:2014, Eurocode 3: Design of steel structures. ANALYSIS TYPE: Member Verification ---------------------------------------------------------------------------------------------------------------------------------------CODE GROUP: POINT: 2 COORDINATE: x = 0.50 L = 0.64 m MEMBER: 55 Beam_55 ----------------------------------------------------------------------------------------------------------------------------- ----------LOADS: Governing Load Case: 34 ULS/23=1*1.35 + 3*1.05 + 2*1.50 1*1.35+3*1.05+2*1.50 ---------------------------------------------------------------------------------------------------------------------------------------MATERIAL: S275 ( S275 ) fy = 275.00 MPa --------------------------------------------------------------------------------------------- ------------------------------------------SECTION PARAMETERS: EQA 50x5 h=50 mm gM0=1.00 gM1=1.00 b=50 mm Ay=250 mm2 Az=250 mm2 Ax=483 mm2 tw=5 mm Iy=111000 mm4 Iz=111000 mm4 Ix=3960 mm4 tf=5 mm Wely=3092 mm3 Welz=3092 mm3 ----------------------------------------------------------------------------------------------------------------------------- ----------INTERNAL FORCES AND CAPACITIES: N,Ed = -0.05 kN My,Ed = -0.57 kN*m Nt,Rd = 132.82 kN My,el,Rd = 0.85 kN*m My,c,Rd = 0.85 kN*m Vz,Ed = 0.01 kN Vz,c,Rd = 39.69 kN Class of section = 3 -------------------------------------------------------------------------------------------------------- -------------------------------LATERAL BUCKLING PARAMETERS: ----------------------------------------------------------------------------------------------------------------------------------- ----BUCKLING PARAMETERS: About y axis: About z axis: ------------------------------------------------------------------------------------------------------------------------ ---------------VERIFICATION FORMULAS: Section strength check: My,Ed/My,c,Rd = 0.67 < 1.00 (6.2.5.(1)) N,Ed/Nt,Rd + My,Ed/My,c,Rd = 0.67 < 1.00 (6.2.1(7)) Vz,Ed/Vz,c,Rd = 0.00 < 1.00 (6.2.6.(1)) ----------------------------------------------------------------------------------------------------------------------------- ----------LIMIT DISPLACEMENTS Deflections (LOCAL SYSTEM): uy = 0 mm < uy max = L/200.00 = 6 mm Verified Governing Load Case: 5 Wind Y+ 20 m/s (f =1.00) Simulation uz = 2 mm < uz max = L/200.00 = 6 mm Verified Governing Load Case: 101 SLS:FRE/32=1*1.00 + 3*0.30 + 2*0.20 1*1.00+3*0.30+2*0.20 Displacements (GLOBAL SYSTEM): Not analyzed ----------------------------------------------------------------------------------------------------------------------------- ----------- Section OK !!! Date : 02/05/23 Page : 153 RSAP2023 Author: Gama Syahid Address: Jl. Sordang No.16, Ds. Tembeng, Desa Lenek Lauk File: Structure Water Tank Project: Structure Water Tank Marunda Post STEEL DESIGN ----------------------------------------------------------------------------------------------------------------------------------- ----CODE: BS-EN 1993-1:2005/NA:2008/A1:2014, Eurocode 3: Design of steel structures. ANALYSIS TYPE: Member Verification -------------------------------------------------------------------------------------------------------------------------------- -------CODE GROUP: POINT: 2 COORDINATE: x = 0.50 L = 0.64 m MEMBER: 56 Beam_56 ---------------------------------------------------------------------------------------------------------------------------------------LOADS: Governing Load Case: 34 ULS/23=1*1.35 + 3*1.05 + 2*1.50 1*1.35+3*1.05+2*1.50 ---------------------------------------------------------------------------------------------------------------------------------------MATERIAL: S275 ( S275 ) fy = 275.00 MPa ----------------------------------------------------------------------------------------------------------------------------- ----------SECTION PARAMETERS: EQA 50x5 h=50 mm gM0=1.00 gM1=1.00 b=50 mm Ay=250 mm2 Az=250 mm2 Ax=483 mm2 tw=5 mm Iy=111000 mm4 Iz=111000 mm4 Ix=3960 mm4 tf=5 mm Wely=3092 mm3 Welz=3092 mm3 ----------------------------------------------------------------------------------------------------------------------------- ----------INTERNAL FORCES AND CAPACITIES: N,Ed = -0.08 kN My,Ed = -0.46 kN*m Mz,Ed = 0.00 kN*m Vy,Ed = 0.00 kN Nt,Rd = 132.82 kN My,el,Rd = 0.85 kN*m Mz,el,Rd = 0.85 kN*m Vy,T,Rd = 39.68 kN My,c,Rd = 0.85 kN*m Mz,c,Rd = 0.85 kN*m Vz,Ed = 0.02 kN Vz,T,Rd = 39.68 kN Tt,Ed = -0.00 kN*m Class of section = 3 ----------------------------------------------------------------------------------------------------------------------------- ----------LATERAL BUCKLING PARAMETERS: ---------------------------------------------------------------------------------------------------------------------------------------BUCKLING PARAMETERS: About y axis: About z axis: ----------------------------------------------------------------------------------------------------------------------------- ----------VERIFICATION FORMULAS: Section strength check: N,Ed/Nt,Rd + My,Ed/My,c,Rd + Mz,Ed/Mz,c,Rd = 0.54 < 1.00 (6.2.1(7)) Vy,Ed/Vy,T,Rd = 0.00 < 1.00 (6.2.6-7) Vz,Ed/Vz,T,Rd = 0.00 < 1.00 (6.2.6-7) Tau,ty,Ed/(fy/(sqrt(3)*gM0)) = 0.00 < 1.00 (6.2.6) Tau,tz,Ed/(fy/(sqrt(3)*gM0)) = 0.00 < 1.00 (6.2.6) ---------------------------------------------------------------------------------------------------------------------------------------LIMIT DISPLACEMENTS Deflections (LOCAL SYSTEM): uy = 0 mm < uy max = L/200.00 = 6 mm Verified Governing Load Case: 5 Wind Y+ 20 m/s (f =1.00) Simulation uz = 2 mm < uz max = L/200.00 = 6 mm Verified Governing Load Case: 101 SLS:FRE/32=1*1.00 + 3*0.30 + 2*0.20 1*1.00+3*0.30+2*0.20 Displacements (GLOBAL SYSTEM): Not analyzed ----------------------------------------------------------------------------------------------------------------------------- ----------- Section OK !!! Date : 02/05/23 Page : 154 RSAP2023 Author: Gama Syahid Address: Jl. Sordang No.16, Ds. Tembeng, Desa Lenek Lauk File: Structure Water Tank Project: Structure Water Tank Marunda Post Date : 02/05/23 Page : 155 RSAP2023 Author: Gama Syahid Address: Jl. Sordang No.16, Ds. Tembeng, Desa Lenek Lauk File: Structure Water Tank Project: Structure Water Tank Marunda Post STEEL DESIGN ----------------------------------------------------------------------------------------------------------------------------- ----------CODE: BS-EN 1993-1:2005/NA:2008/A1:2014, Eurocode 3: Design of steel structures. ANALYSIS TYPE: Member Verification ----------------------------------------------------------------------------------------------------------------------------- ----------CODE GROUP: POINT: 3 COORDINATE: x = 0.87 L = 1.12 m MEMBER: 57 Beam_57 ---------------------------------------------------------------------------------------------------------------------------------------LOADS: Governing Load Case: 36 ULS/25=1*1.35 + 3*1.05 + 5*1.50 1*1.35+3*1.05+5*1.50 ---------------------------------------------------------------------------------------------------------------------------------------MATERIAL: S275 ( S275 ) fy = 275.00 MPa --------------------------------------------------------------------------------------------------------------------------- ------------SECTION PARAMETERS: EQA 50x5 h=50 mm gM0=1.00 gM1=1.00 b=50 mm Ay=250 mm2 Az=250 mm2 Ax=483 mm2 tw=5 mm Iy=111000 mm4 Iz=111000 mm4 Ix=3960 mm4 tf=5 mm Wely=3092 mm3 Welz=3092 mm3 ----------------------------------------------------------------------------------------------------------------------------- ----------INTERNAL FORCES AND CAPACITIES: N,Ed = 0.51 kN My,Ed = 0.12 kN*m Mz,Ed = 0.10 kN*m Vy,Ed = -0.67 kN Nc,Rd = 132.82 kN My,el,Rd = 0.85 kN*m Mz,el,Rd = 0.85 kN*m Vy,T,Rd = 39.68 kN Nb,Rd = 132.82 kN My,c,Rd = 0.85 kN*m Mz,c,Rd = 0.85 kN*m Vz,Ed = 0.86 kN Vz,T,Rd = 39.68 kN Tt,Ed = -0.00 kN*m Class of section = 3 ---------------------------------------------------------------------------------------------------------------------------------------LATERAL BUCKLING PARAMETERS: ---------------------------------------------------------------------------------------------------------------------------------------BUCKLING PARAMETERS: About y axis: About z axis: ----------------------------------------------------------------------------------------------------------------------------- ----------VERIFICATION FORMULAS: Section strength check: N,Ed/Nc,Rd + My,Ed/My,c,Rd + Mz,Ed/Mz,c,Rd = 0.19 < 1.00 (6.2.1(7)) Vy,Ed/Vy,T,Rd = 0.02 < 1.00 (6.2.6-7) Vz,Ed/Vz,T,Rd = 0.02 < 1.00 (6.2.6-7) Tau,ty,Ed/(fy/(sqrt(3)*gM0)) = 0.00 < 1.00 (6.2.6) Tau,tz,Ed/(fy/(sqrt(3)*gM0)) = 0.00 < 1.00 (6.2.6) ----------------------------------------------------------------------------------------------------------------------------- ----------LIMIT DISPLACEMENTS Deflections (LOCAL SYSTEM): uy = 0 mm < uy max = L/200.00 = 6 mm Verified Governing Load Case: 5 Wind Y+ 20 m/s (f =1.00) Simulation uz = 0 mm < uz max = L/200.00 = 6 mm Verified Governing Load Case: 101 SLS:FRE/32=1*1.00 + 3*0.30 + 2*0.20 1*1.00+3*0.30+2*0.20 Displacements (GLOBAL SYSTEM): Not analyzed ----------------------------------------------------------------------------------------------------------------------------- ----------- Section OK !!! Date : 02/05/23 Page : 156 RSAP2023 Author: Gama Syahid Address: Jl. Sordang No.16, Ds. Tembeng, Desa Lenek Lauk File: Structure Water Tank Project: Structure Water Tank Marunda Post Date : 02/05/23 Page : 157 RSAP2023 Author: Gama Syahid Address: Jl. Sordang No.16, Ds. Tembeng, Desa Lenek Lauk File: Structure Water Tank Project: Structure Water Tank Marunda Post STEEL DESIGN ---------------------------------------------------------------------------------------------------------------------------------------CODE: BS-EN 1993-1:2005/NA:2008/A1:2014, Eurocode 3: Design of steel structures. ANALYSIS TYPE: Member Verification ---------------------------------------------------------------------------------------------------------------------------------------CODE GROUP: POINT: 2 COORDINATE: x = 0.50 L = 0.64 m MEMBER: 58 Beam_58 ----------------------------------------------------------------------------------------------------------------------------- ----------LOADS: Governing Load Case: 34 ULS/23=1*1.35 + 3*1.05 + 2*1.50 1*1.35+3*1.05+2*1.50 ---------------------------------------------------------------------------------------------------------------------------------------MATERIAL: S275 ( S275 ) fy = 275.00 MPa --------------------------------------------------------------------------------------------- ------------------------------------------SECTION PARAMETERS: EQA 50x5 h=50 mm gM0=1.00 gM1=1.00 b=50 mm Ay=250 mm2 Az=250 mm2 Ax=483 mm2 tw=5 mm Iy=111000 mm4 Iz=111000 mm4 Ix=3960 mm4 tf=5 mm Wely=3092 mm3 Welz=3092 mm3 ----------------------------------------------------------------------------------------------------------------------------- ----------INTERNAL FORCES AND CAPACITIES: N,Ed = 0.03 kN My,Ed = 0.00 kN*m Mz,Ed = 0.01 kN*m Vy,Ed = -0.00 kN Nc,Rd = 132.82 kN My,el,Rd = 0.85 kN*m Mz,el,Rd = 0.85 kN*m Vy,T,Rd = 39.68 kN Nb,Rd = 132.82 kN My,c,Rd = 0.85 kN*m Mz,c,Rd = 0.85 kN*m Vz,Ed = -0.00 kN Vz,T,Rd = 39.68 kN Tt,Ed = -0.00 kN*m Class of section = 3 ----------------------------------------------------------------------------------------------------------------------------- ----------LATERAL BUCKLING PARAMETERS: ----------------------------------------------------------------------------------------------------------------------------- ----------BUCKLING PARAMETERS: About y axis: About z axis: ----------------------------------------------------------------------------------------------------------------------------- ----------VERIFICATION FORMULAS: Section strength check: N,Ed/Nc,Rd + My,Ed/My,c,Rd + Mz,Ed/Mz,c,Rd = 0.01 < 1.00 (6.2.1(7)) Vy,Ed/Vy,T,Rd = 0.00 < 1.00 (6.2.6-7) Vz,Ed/Vz,T,Rd = 0.00 < 1.00 (6.2.6-7) Tau,ty,Ed/(fy/(sqrt(3)*gM0)) = 0.00 < 1.00 (6.2.6) Tau,tz,Ed/(fy/(sqrt(3)*gM0)) = 0.00 < 1.00 (6.2.6) ---------------------------------------------------------------------------------------------------------------------------------------LIMIT DISPLACEMENTS Deflections (LOCAL SYSTEM): uy = 0 mm < uy max = L/200.00 = 6 mm Verified Governing Load Case: 101 SLS:FRE/32=1*1.00 + 3*0.30 + 2*0.20 1*1.00+3*0.30+2*0.20 uz = 0 mm < uz max = L/200.00 = 6 mm Verified Governing Load Case: 4 Wind X+ 20 m/s (f =1.00) Simulation Displacements (GLOBAL SYSTEM): Not analyzed ----------------------------------------------------------------------------------------------------------------------------- ----------- Section OK !!! Date : 02/05/23 Page : 158 RSAP2023 Author: Gama Syahid Address: Jl. Sordang No.16, Ds. Tembeng, Desa Lenek Lauk File: Structure Water Tank Project: Structure Water Tank Marunda Post Date : 02/05/23 Page : 159 RSAP2023 Author: Gama Syahid Address: Jl. Sordang No.16, Ds. Tembeng, Desa Lenek Lauk File: Structure Water Tank Project: Structure Water Tank Marunda Post STEEL DESIGN ----------------------------------------------------------------------------------------------------------------------------- ----------CODE: BS-EN 1993-1:2005/NA:2008/A1:2014, Eurocode 3: Design of steel structures. ANALYSIS TYPE: Member Verification ----------------------------------------------------------------------------------------------------------------------------- ----------CODE GROUP: POINT: 1 COORDINATE: x = 0.50 L = 0.64 m MEMBER: 59 Beam_59 ---------------------------------------------------------------------------------------------------------------------------------------LOADS: Governing Load Case: 34 ULS/23=1*1.35 + 3*1.05 + 2*1.50 1*1.35+3*1.05+2*1.50 ---------------------------------------------------------------------------------------------------------------------------------------MATERIAL: S275 ( S275 ) fy = 275.00 MPa --------------------------------------------------------------------------------------------------------------------------- ------------SECTION PARAMETERS: EQA 50x5 h=50 mm gM0=1.00 gM1=1.00 b=50 mm Ay=250 mm2 Az=250 mm2 Ax=483 mm2 tw=5 mm Iy=111000 mm4 Iz=111000 mm4 Ix=3960 mm4 tf=5 mm Wely=3092 mm3 Welz=3092 mm3 ----------------------------------------------------------------------------------------------------------------------------- ----------INTERNAL FORCES AND CAPACITIES: N,Ed = 0.21 kN My,Ed = -0.15 kN*m Mz,Ed = 0.00 kN*m Vy,Ed = 0.01 kN Nc,Rd = 132.82 kN My,el,Rd = 0.85 kN*m Mz,el,Rd = 0.85 kN*m Vy,T,Rd = 39.13 kN Nb,Rd = 132.82 kN My,c,Rd = 0.85 kN*m Mz,c,Rd = 0.85 kN*m Vz,Ed = 0.31 kN Vz,T,Rd = 39.13 kN Tt,Ed = 0.00 kN*m Class of section = 3 ----------------------------------------------------------------------------------------------------------------------------- ----------LATERAL BUCKLING PARAMETERS: ---------------------------------------------------------------------------------------------------------------------------------------BUCKLING PARAMETERS: About y axis: About z axis: ----------------------------------------------------------------------------------------------------------------------------- ----------VERIFICATION FORMULAS: Section strength check: N,Ed/Nc,Rd + My,Ed/My,c,Rd + Mz,Ed/Mz,c,Rd = 0.17 < 1.00 (6.2.1(7)) Vy,Ed/Vy,T,Rd = 0.00 < 1.00 (6.2.6-7) Vz,Ed/Vz,T,Rd = 0.01 < 1.00 (6.2.6-7) Tau,ty,Ed/(fy/(sqrt(3)*gM0)) = 0.03 < 1.00 (6.2.6) Tau,tz,Ed/(fy/(sqrt(3)*gM0)) = 0.03 < 1.00 (6.2.6) ---------------------------------------------------------------------------------------------------------------------------------------LIMIT DISPLACEMENTS Deflections (LOCAL SYSTEM): uy = 0 mm < uy max = L/200.00 = 6 mm Verified Governing Load Case: 123 Seismic SNI1726:2019 Ecc X- Direction_Y uz = 0 mm < uz max = L/200.00 = 6 mm Verified Governing Load Case: 101 SLS:FRE/32=1*1.00 + 3*0.30 + 2*0.20 1*1.00+3*0.30+2*0.20 Displacements (GLOBAL SYSTEM): Not analyzed ----------------------------------------------------------------------------------------------------------------------------- ----------- Section OK !!! Date : 02/05/23 Page : 160 RSAP2023 Author: Gama Syahid Address: Jl. Sordang No.16, Ds. Tembeng, Desa Lenek Lauk File: Structure Water Tank Project: Structure Water Tank Marunda Post Date : 02/05/23 Page : 161 RSAP2023 Author: Gama Syahid Address: Jl. Sordang No.16, Ds. Tembeng, Desa Lenek Lauk File: Structure Water Tank Project: Structure Water Tank Marunda Post STEEL DESIGN ----------------------------------------------------------------------------------------------------------------------------- ----------CODE: BS-EN 1993-1:2005/NA:2008/A1:2014, Eurocode 3: Design of steel structures. ANALYSIS TYPE: Member Verification ----------------------------------------------------------------------------------------------------------------------------- ----------CODE GROUP: POINT: 1 COORDINATE: x = 0.50 L = 0.64 m MEMBER: 60 Beam_60 ---------------------------------------------------------------------------------------------------------------------------------------LOADS: Governing Load Case: 34 ULS/23=1*1.35 + 3*1.05 + 2*1.50 1*1.35+3*1.05+2*1.50 ---------------------------------------------------------------------------------------------------------------------------------------MATERIAL: S275 ( S275 ) fy = 275.00 MPa ---------------------------------------------------------------------------------------------------------------------------------------SECTION PARAMETERS: EQA 50x5 h=50 mm gM0=1.00 gM1=1.00 b=50 mm Ay=250 mm2 Az=250 mm2 Ax=483 mm2 tw=5 mm Iy=111000 mm4 Iz=111000 mm4 Ix=3960 mm4 tf=5 mm Wely=3092 mm3 Welz=3092 mm3 ----------------------------------------------------------------------------------------------------------------------------- ----------INTERNAL FORCES AND CAPACITIES: N,Ed = -0.26 kN My,Ed = -0.00 kN*m Mz,Ed = 0.11 kN*m Vy,Ed = 0.29 kN Nt,Rd = 132.82 kN My,el,Rd = 0.85 kN*m Mz,el,Rd = 0.85 kN*m Vy,T,Rd = 39.10 kN My,c,Rd = 0.85 kN*m Mz,c,Rd = 0.85 kN*m Vz,Ed = 0.04 kN Vz,T,Rd = 39.10 kN Tt,Ed = -0.00 kN*m Class of section = 3 ----------------------------------------------------------------------------------------------------------------------------- ----------LATERAL BUCKLING PARAMETERS: ----------------------------------------------------------------------------------------------------------------------------- ----------BUCKLING PARAMETERS: About y axis: About z axis: ----------------------------------------------------------------------------------------------------------------------------- ----------VERIFICATION FORMULAS: Section strength check: N,Ed/Nt,Rd + My,Ed/My,c,Rd + Mz,Ed/Mz,c,Rd = 0.14 < 1.00 (6.2.1(7)) Vy,Ed/Vy,T,Rd = 0.01 < 1.00 (6.2.6-7) Vz,Ed/Vz,T,Rd = 0.00 < 1.00 (6.2.6-7) Tau,ty,Ed/(fy/(sqrt(3)*gM0)) = 0.03 < 1.00 (6.2.6) Tau,tz,Ed/(fy/(sqrt(3)*gM0)) = 0.03 < 1.00 (6.2.6) ---------------------------------------------------------------------------------------------------------------------------------------LIMIT DISPLACEMENTS Deflections (LOCAL SYSTEM): uy = 0 mm < uy max = L/200.00 = 6 mm Verified Governing Load Case: 123 Seismic SNI1726:2019 Ecc X- Direction_Y uz = 0 mm < uz max = L/200.00 = 6 mm Verified Governing Load Case: 123 Seismic SNI1726:2019 Ecc X- Direction_Y Displacements (GLOBAL SYSTEM): Not analyzed ----------------------------------------------------------------------------------------------------------------------------- ----------- Section OK !!! Date : 02/05/23 Page : 162 RSAP2023 Author: Gama Syahid Address: Jl. Sordang No.16, Ds. Tembeng, Desa Lenek Lauk File: Structure Water Tank Project: Structure Water Tank Marunda Post Date : 02/05/23 Page : 163 RSAP2023 Author: Gama Syahid Address: Jl. Sordang No.16, Ds. Tembeng, Desa Lenek Lauk File: Structure Water Tank Project: Structure Water Tank Marunda Post STEEL DESIGN ----------------------------------------------------------------------------------------------------------------------------- ----------CODE: BS-EN 1993-1:2005/NA:2008/A1:2014, Eurocode 3: Design of steel structures. ANALYSIS TYPE: Member Verification ----------------------------------------------------------------------------------------------------------------------------- ----------CODE GROUP: POINT: 1 COORDINATE: x = 0.50 L = 0.48 m MEMBER: 61 Beam_61 ----------------------------------------------------------------------------------------------------------------------------- ----------LOADS: Governing Load Case: 34 ULS/23=1*1.35 + 3*1.05 + 2*1.50 1*1.35+3*1.05+2*1.50 ---------------------------------------------------------------------------------------------------------------------------------------MATERIAL: S275 ( S275 ) fy = 275.00 MPa --------------------------------------------------------------------------------------------- ------------------------------------------SECTION PARAMETERS: EQA 50x5 h=50 mm gM0=1.00 gM1=1.00 b=50 mm Ay=250 mm2 Az=250 mm2 Ax=483 mm2 tw=5 mm Iy=111000 mm4 Iz=111000 mm4 Ix=3960 mm4 tf=5 mm Wely=3092 mm3 Welz=3092 mm3 ----------------------------------------------------------------------------------------------------------------------------- ----------INTERNAL FORCES AND CAPACITIES: N,Ed = 1.01 kN My,Ed = -0.50 kN*m Mz,Ed = 0.00 kN*m Vy,Ed = 0.01 kN Nc,Rd = 132.82 kN My,el,Rd = 0.85 kN*m Mz,el,Rd = 0.85 kN*m Vy,T,Rd = 39.19 kN Nb,Rd = 132.82 kN My,c,Rd = 0.85 kN*m Mz,c,Rd = 0.85 kN*m Vz,Ed = 0.66 kN Vz,T,Rd = 39.19 kN Tt,Ed = -0.00 kN*m Class of section = 3 ----------------------------------------------------------------------------------------------------------------------------- ----------LATERAL BUCKLING PARAMETERS: ----------------------------------------------------------------------------------------------------------------------------- ----------BUCKLING PARAMETERS: About y axis: About z axis: ----------------------------------------------------------------------------------------------------------------------------- ----------VERIFICATION FORMULAS: Section strength check: N,Ed/Nc,Rd + My,Ed/My,c,Rd + Mz,Ed/Mz,c,Rd = 0.58 < 1.00 (6.2.1(7)) Vy,Ed/Vy,T,Rd = 0.00 < 1.00 (6.2.6-7) Vz,Ed/Vz,T,Rd = 0.02 < 1.00 (6.2.6-7) Tau,ty,Ed/(fy/(sqrt(3)*gM0)) = 0.03 < 1.00 (6.2.6) Tau,tz,Ed/(fy/(sqrt(3)*gM0)) = 0.03 < 1.00 (6.2.6) ---------------------------------------------------------------------------------------------------------------------------------------LIMIT DISPLACEMENTS Deflections (LOCAL SYSTEM): uy = 0 mm < uy max = L/200.00 = 5 mm Verified Governing Load Case: 123 Seismic SNI1726:2019 Ecc X- Direction_Y uz = 1 mm < uz max = L/200.00 = 5 mm Verified Governing Load Case: 101 SLS:FRE/32=1*1.00 + 3*0.30 + 2*0.20 1*1.00+3*0.30+2*0.20 Displacements (GLOBAL SYSTEM): Not analyzed ----------------------------------------------------------------------------------------------------------------------------- ----------- Section OK !!! Date : 02/05/23 Page : 164 RSAP2023 Author: Gama Syahid Address: Jl. Sordang No.16, Ds. Tembeng, Desa Lenek Lauk File: Structure Water Tank Project: Structure Water Tank Marunda Post Date : 02/05/23 Page : 165 RSAP2023 Author: Gama Syahid Address: Jl. Sordang No.16, Ds. Tembeng, Desa Lenek Lauk File: Structure Water Tank Project: Structure Water Tank Marunda Post STEEL DESIGN ----------------------------------------------------------------------------------------------------------------------------- ----------CODE: BS-EN 1993-1:2005/NA:2008/A1:2014, Eurocode 3: Design of steel structures. ANALYSIS TYPE: Member Verification ----------------------------------------------------------------------------------------------------------------------------- ----------CODE GROUP: POINT: 1 COORDINATE: x = 0.50 L = 0.48 m MEMBER: 62 Beam_62 ---------------------------------------------------------------------------------------------------------------------------------------LOADS: Governing Load Case: 34 ULS/23=1*1.35 + 3*1.05 + 2*1.50 1*1.35+3*1.05+2*1.50 ---------------------------------------------------------------------------------------------------------------------------------------MATERIAL: S275 ( S275 ) fy = 275.00 MPa --------------------------------------------------------------------------------------------------------------------------- ------------SECTION PARAMETERS: EQA 50x5 h=50 mm gM0=1.00 gM1=1.00 b=50 mm Ay=250 mm2 Az=250 mm2 Ax=483 mm2 tw=5 mm Iy=111000 mm4 Iz=111000 mm4 Ix=3960 mm4 tf=5 mm Wely=3092 mm3 Welz=3092 mm3 ----------------------------------------------------------------------------------------------------------------------------- ----------INTERNAL FORCES AND CAPACITIES: N,Ed = 0.50 kN My,Ed = -0.51 kN*m Mz,Ed = 0.00 kN*m Vy,Ed = 0.01 kN Nc,Rd = 132.82 kN My,el,Rd = 0.85 kN*m Mz,el,Rd = 0.85 kN*m Vy,T,Rd = 39.21 kN Nb,Rd = 132.82 kN My,c,Rd = 0.85 kN*m Mz,c,Rd = 0.85 kN*m Vz,Ed = 0.63 kN Vz,T,Rd = 39.21 kN Tt,Ed = 0.00 kN*m Class of section = 3 ----------------------------------------------------------------------------------------------------------------------------- ----------LATERAL BUCKLING PARAMETERS: ---------------------------------------------------------------------------------------------------------------------------------------BUCKLING PARAMETERS: About y axis: About z axis: ----------------------------------------------------------------------------------------------------------------------------- ----------VERIFICATION FORMULAS: Section strength check: N,Ed/Nc,Rd + My,Ed/My,c,Rd + Mz,Ed/Mz,c,Rd = 0.60 < 1.00 (6.2.1(7)) Vy,Ed/Vy,T,Rd = 0.00 < 1.00 (6.2.6-7) Vz,Ed/Vz,T,Rd = 0.02 < 1.00 (6.2.6-7) Tau,ty,Ed/(fy/(sqrt(3)*gM0)) = 0.02 < 1.00 (6.2.6) Tau,tz,Ed/(fy/(sqrt(3)*gM0)) = 0.02 < 1.00 (6.2.6) ---------------------------------------------------------------------------------------------------------------------------------------LIMIT DISPLACEMENTS Deflections (LOCAL SYSTEM): uy = 0 mm < uy max = L/200.00 = 5 mm Verified Governing Load Case: 123 Seismic SNI1726:2019 Ecc X- Direction_Y uz = 1 mm < uz max = L/200.00 = 5 mm Verified Governing Load Case: 101 SLS:FRE/32=1*1.00 + 3*0.30 + 2*0.20 1*1.00+3*0.30+2*0.20 Displacements (GLOBAL SYSTEM): Not analyzed ---------------------------------------------------------------------------------------------------------------------------------------- Section OK !!! Date : 02/05/23 Page : 166 RSAP2023 Author: Gama Syahid Address: Jl. Sordang No.16, Ds. Tembeng, Desa Lenek Lauk File: Structure Water Tank Project: Structure Water Tank Marunda Post Date : 02/05/23 Page : 167 RSAP2023 Author: Gama Syahid Address: Jl. Sordang No.16, Ds. Tembeng, Desa Lenek Lauk File: Structure Water Tank Project: Structure Water Tank Marunda Post STEEL DESIGN ------------------------------------------------------------------------------------ ---------------------------------------------------CODE: BS-EN 1993-1:2005/NA:2008/A1:2014, Eurocode 3: Design of steel structures. ANALYSIS TYPE: Member Verification ---------------------------------------------------------------------------------------------------------------------------------------CODE GROUP: POINT: 3 COORDINATE: x = 1.00 L = 1.36 m MEMBER: 63 Beam_63 ------------------------------------------------------------------------------------------------------------------ ---------------------LOADS: Governing Load Case: 34 ULS/23=1*1.35 + 3*1.05 + 2*1.50 1*1.35+3*1.05+2*1.50 ----------------------------------------------------------------------------------------------------------------------------- ----------MATERIAL: S275 ( S275 ) fy = 275.00 MPa ----------------------------------------------------------------------------------------------------------------------------- ----------SECTION PARAMETERS: EQA 50x5 h=50 mm gM0=1.00 gM1=1.00 b=50 mm Ay=250 mm2 Az=250 mm2 Ax=483 mm2 tw=5 mm Iy=111000 mm4 Iz=111000 mm4 Ix=3960 mm4 tf=5 mm Wply=5684 mm3 Wplz=5684 mm3 ----------------------------------------------------------------------------------------------------------------------------- ----------INTERNAL FORCES AND CAPACITIES: N,Ed = 0.02 kN My,Ed = 0.14 kN*m Mz,Ed = 0.04 kN*m Vy,Ed = -0.03 kN Nc,Rd = 132.82 kN My,pl,Rd = 1.56 kN*m Mz,pl,Rd = 1.56 kN*m Vy,T,Rd = 39.57 kN Nb,Rd = 132.82 kN My,c,Rd = 1.56 kN*m Mz,c,Rd = 1.56 kN*m Vz,Ed = 0.12 kN MN,y,Rd = 1.56 kN*m MN,z,Rd = 1.56 kN*m Vz,T,Rd = 39.57 kN Tt,Ed = 0.00 kN*m Class of section = 1 ------------------------------------------------------------------------------------------------------------------------------------ ---LATERAL BUCKLING PARAMETERS: ---------------------------------------------------------------------------------------------------------------------------------------BUCKLING PARAMETERS: About y axis: About z axis: ----------------------------------------------------------------------------------------------------------------------------- ----------VERIFICATION FORMULAS: Section strength check: N,Ed/Nc,Rd = 0.00 < 1.00 (6.2.4.(1)) My,Ed/MN,y,Rd = 0.09 < 1.00 (6.2.9.1.(2)) Mz,Ed/MN,z,Rd = 0.03 < 1.00 (6.2.9.1.(2)) (My,Ed/MN,y,Rd)^ 1.00 + (Mz,Ed/MN,z,Rd)^1.00 = 0.12 < 1.00 (6.2.9.1.(6)) Vy,Ed/Vy,T,Rd = 0.00 < 1.00 (6.2.6-7) Vz,Ed/Vz,T,Rd = 0.00 < 1.00 (6.2.6-7) Tau,ty,Ed/(fy/(sqrt(3)*gM0)) = 0.01 < 1.00 (6.2.6) Tau,tz,Ed/(fy/(sqrt(3)*gM0)) = 0.01 < 1.00 (6.2.6) ---------------------------------------------------------------------------------------------------------------------------- -----------LIMIT DISPLACEMENTS Deflections (LOCAL SYSTEM): uy = 0 mm < uy max = L/200.00 = 7 mm Verified Governing Load Case: 101 SLS:FRE/32=1*1.00 + 3*0.30 + 2*0.20 1*1.00+3*0.30+2*0.20 uz = 0 mm < uz max = L/200.00 = 7 mm Verified Governing Load Case: 101 SLS:FRE/32=1*1.00 + 3*0.30 + 2*0.20 1*1.00+3*0.30+2*0.20 Displacements (GLOBAL SYSTEM): Not analyzed ----------------------------------------------------------------------------------------------------------------------------- ----------- Date : 02/05/23 Page : 168 RSAP2023 Author: Gama Syahid Address: Jl. Sordang No.16, Ds. Tembeng, Desa Lenek Lauk File: Structure Water Tank Project: Structure Water Tank Marunda Post Section OK !!! Date : 02/05/23 Page : 169 RSAP2023 Author: Gama Syahid Address: Jl. Sordang No.16, Ds. Tembeng, Desa Lenek Lauk File: Structure Water Tank Project: Structure Water Tank Marunda Post STEEL DESIGN ----------------------------------------------------------------------------------------------------------------------------- ----------CODE: BS-EN 1993-1:2005/NA:2008/A1:2014, Eurocode 3: Design of steel structures. ANALYSIS TYPE: Member Verification ----------------------------------------------------------------------------------------------------------------------------- ----------CODE GROUP: POINT: 3 COORDINATE: x = 1.00 L = 1.36 m MEMBER: 64 Beam_64 ----------------------------------------------------------------------------------------------------------------------------- ----------LOADS: Governing Load Case: 36 ULS/25=1*1.35 + 3*1.05 + 5*1.50 1*1.35+3*1.05+5*1.50 ----------------------------------------------------------------------------------------------------------------------------- ----------MATERIAL: S275 ( S275 ) fy = 275.00 MPa ---------------------------------------------------------------------------------------------------------------------------------------SECTION PARAMETERS: EQA 50x5 h=50 mm gM0=1.00 gM1=1.00 b=50 mm Ay=250 mm2 Az=250 mm2 Ax=483 mm2 tw=5 mm Iy=111000 mm4 Iz=111000 mm4 Ix=3960 mm4 tf=5 mm Wply=5684 mm3 Wplz=5684 mm3 --------------------------------------------------------------------------------------------------------------- ------------------------INTERNAL FORCES AND CAPACITIES: N,Ed = 0.04 kN My,Ed = -0.03 kN*m Mz,Ed = -0.18 kN*m Vy,Ed = 0.17 kN Nc,Rd = 132.82 kN My,pl,Rd = 1.56 kN*m Mz,pl,Rd = 1.56 kN*m Vy,T,Rd = 39.56 kN Nb,Rd = 132.82 kN My,c,Rd = 1.56 kN*m Mz,c,Rd = 1.56 kN*m Vz,Ed = -0.02 kN MN,y,Rd = 1.56 kN*m MN,z,Rd = 1.56 kN*m Vz,T,Rd = 39.56 kN Tt,Ed = -0.00 kN*m Class of section = 1 ----------------------------------------------------------------------------------------------------------------------------- ----------LATERAL BUCKLING PARAMETERS: ---------------------------------------------------------------------------------------------------------------------------------------BUCKLING PARAMETERS: About y axis: About z axis: ----------------------------------------------------------------------------------------------------------------------------- ----------VERIFICATION FORMULAS: Section strength check: N,Ed/Nc,Rd = 0.00 < 1.00 (6.2.4.(1)) My,Ed/MN,y,Rd = 0.02 < 1.00 (6.2.9.1.(2)) Mz,Ed/MN,z,Rd = 0.11 < 1.00 (6.2.9.1.(2)) (My,Ed/MN,y,Rd)^ 1.00 + (Mz,Ed/MN,z,Rd)^1.00 = 0.14 < 1.00 (6.2.9.1.(6)) Vy,Ed/Vy,T,Rd = 0.00 < 1.00 (6.2.6-7) Vz,Ed/Vz,T,Rd = 0.00 < 1.00 (6.2.6-7) Tau,ty,Ed/(fy/(sqrt(3)*gM0)) = 0.01 < 1.00 (6.2.6) Tau,tz,Ed/(fy/(sqrt(3)*gM0)) = 0.01 < 1.00 (6.2.6) ----------------------------------------------------------------------------------------------------------------------------- ----------LIMIT DISPLACEMENTS Deflections (LOCAL SYSTEM): uy = 0 mm < uy max = L/200.00 = 7 mm Verified Governing Load Case: 103 SLS:FRE/34=1*1.00 + 3*0.30 + 5*0.20 1*1.00+3*0.30+5*0.20 uz = 0 mm < uz max = L/200.00 = 7 mm Verified Governing Load Case: 101 SLS:FRE/32=1*1.00 + 3*0.30 + 2*0.20 1*1.00+3*0.30+2*0.20 Displacements (GLOBAL SYSTEM): Not analyzed ------------------------------------------------------------------------------------------------------------------------------------ ---- Date : 02/05/23 Page : 170 RSAP2023 Author: Gama Syahid Address: Jl. Sordang No.16, Ds. Tembeng, Desa Lenek Lauk File: Structure Water Tank Project: Structure Water Tank Marunda Post Section OK !!! Date : 02/05/23 Page : 171 RSAP2023 Author: Gama Syahid Address: Jl. Sordang No.16, Ds. Tembeng, Desa Lenek Lauk File: Structure Water Tank Project: Structure Water Tank Marunda Post STEEL DESIGN ----------------------------------------------------------------------------------------------------------------------------- ----------CODE: BS-EN 1993-1:2005/NA:2008/A1:2014, Eurocode 3: Design of steel structures. ANALYSIS TYPE: Member Verification ----------------------------------------------------------------------------------------------------------------------------- ----------CODE GROUP: POINT: 1 COORDINATE: x = 0.16 L = 0.23 m MEMBER: 65 Beam_65 ---------------------------------------------------------------------------------------------------------------------------------------LOADS: Governing Load Case: 63 ULS/52=1*1.00 + 5*1.50 1*1.00+5*1.50 ---------------------------------------------------------------------------------------------------------------------------------------MATERIAL: S275 ( S275 ) fy = 275.00 MPa ----------------------------------------------------------------------------------------------------------------------------- ----------SECTION PARAMETERS: EQA 50x5 h=50 mm gM0=1.00 gM1=1.00 b=50 mm Ay=250 mm2 Az=250 mm2 Ax=483 mm2 tw=5 mm Iy=111000 mm4 Iz=111000 mm4 Ix=3960 mm4 tf=5 mm Wely=3092 mm3 Welz=3092 mm3 ----------------------------------------------------------------------------------------------------------------------------- ----------INTERNAL FORCES AND CAPACITIES: N,Ed = 0.04 kN My,Ed = -0.22 kN*m Mz,Ed = -0.03 kN*m Vy,Ed = -0.05 kN Nc,Rd = 132.82 kN My,el,Rd = 0.85 kN*m Mz,el,Rd = 0.85 kN*m Vy,T,Rd = 39.69 kN Nb,Rd = 132.82 kN My,c,Rd = 0.85 kN*m Mz,c,Rd = 0.85 kN*m Vz,Ed = 0.45 kN Vz,T,Rd = 39.69 kN Tt,Ed = -0.00 kN*m Class of section = 3 ---------------------------------------------------------------------------------------------------------------------------------------LATERAL BUCKLING PARAMETERS: ---------------------------------------------------------------------------------------------------------------------------------------BUCKLING PARAMETERS: About y axis: About z axis: ----------------------------------------------------------------------------------------------------------------------------- ----------VERIFICATION FORMULAS: Section strength check: N,Ed/Nc,Rd + My,Ed/My,c,Rd + Mz,Ed/Mz,c,Rd = 0.27 < 1.00 (6.2.1(7)) Vy,Ed/Vy,T,Rd = 0.00 < 1.00 (6.2.6-7) Vz,Ed/Vz,T,Rd = 0.01 < 1.00 (6.2.6-7) Tau,ty,Ed/(fy/(sqrt(3)*gM0)) = 0.00 < 1.00 (6.2.6) Tau,tz,Ed/(fy/(sqrt(3)*gM0)) = 0.00 < 1.00 (6.2.6) ----------------------------------------------------------------------------------------------------------------------------- ----------LIMIT DISPLACEMENTS Deflections (LOCAL SYSTEM): uy = 0 mm < uy max = L/200.00 = 7 mm Governing Load Case: 5 Wind Y+ 20 m/s (f =1.00) Simulation uz = 0 mm < uz max = L/200.00 = 7 mm Governing Load Case: 5 Wind Y+ 20 m/s (f =1.00) Simulation Verified Verified Displacements (GLOBAL SYSTEM): Not analyzed ----------------------------------------------------------------------------------------------------------------------------- ----------- Section OK !!! Date : 02/05/23 Page : 172 RSAP2023 Author: Gama Syahid Address: Jl. Sordang No.16, Ds. Tembeng, Desa Lenek Lauk File: Structure Water Tank Project: Structure Water Tank Marunda Post Date : 02/05/23 Page : 173 RSAP2023 Author: Gama Syahid Address: Jl. Sordang No.16, Ds. Tembeng, Desa Lenek Lauk File: Structure Water Tank Project: Structure Water Tank Marunda Post STEEL DESIGN ----------------------------------------------------------------------------------------------------------------------------- ----------CODE: BS-EN 1993-1:2005/NA:2008/A1:2014, Eurocode 3: Design of steel structures. ANALYSIS TYPE: Member Verification ----------------------------------------------------------------------------------------------------------------------------- ----------CODE GROUP: POINT: 1 COORDINATE: x = 0.16 L = 0.23 m MEMBER: 66 Beam_66 ----------------------------------------------------------------------------------------------------------------------------- ----------LOADS: Governing Load Case: 63 ULS/52=1*1.00 + 5*1.50 1*1.00+5*1.50 ---------------------------------------------------------------------------------------------------------------------------------------MATERIAL: S275 ( S275 ) fy = 275.00 MPa ------------------------------------------------------------------------------------------------------------- --------------------------SECTION PARAMETERS: EQA 50x5 h=50 mm gM0=1.00 gM1=1.00 b=50 mm Ay=250 mm2 Az=250 mm2 Ax=483 mm2 tw=5 mm Iy=111000 mm4 Iz=111000 mm4 Ix=3960 mm4 tf=5 mm Wely=3092 mm3 Welz=3092 mm3 ----------------------------------------------------------------------------------------------------------------------------- ----------INTERNAL FORCES AND CAPACITIES: N,Ed = 0.04 kN My,Ed = -0.19 kN*m Mz,Ed = 0.02 kN*m Vy,Ed = 0.04 kN Nc,Rd = 132.82 kN My,el,Rd = 0.85 kN*m Mz,el,Rd = 0.85 kN*m Vy,T,Rd = 39.69 kN Nb,Rd = 132.82 kN My,c,Rd = 0.85 kN*m Mz,c,Rd = 0.85 kN*m Vz,Ed = 0.38 kN Vz,T,Rd = 39.69 kN Tt,Ed = 0.00 kN*m Class of section = 3 ----------------------------------------------------------------------------------------------------------------------------- ----------LATERAL BUCKLING PARAMETERS: ----------------------------------------------------------------------------------------------------------------------------- ----------BUCKLING PARAMETERS: About y axis: About z axis: ----------------------------------------------------------------------------------------------------------------------------- ----------VERIFICATION FORMULAS: Section strength check: N,Ed/Nc,Rd + My,Ed/My,c,Rd + Mz,Ed/Mz,c,Rd = 0.21 < 1.00 (6.2.1(7)) Vy,Ed/Vy,T,Rd = 0.00 < 1.00 (6.2.6-7) Vz,Ed/Vz,T,Rd = 0.01 < 1.00 (6.2.6-7) Tau,ty,Ed/(fy/(sqrt(3)*gM0)) = 0.00 < 1.00 (6.2.6) Tau,tz,Ed/(fy/(sqrt(3)*gM0)) = 0.00 < 1.00 (6.2.6) ---------------------------------------------------------------------------------------------------------------------------------------LIMIT DISPLACEMENTS Deflections (LOCAL SYSTEM): uy = 0 mm < uy max = L/200.00 = 7 mm Governing Load Case: 5 Wind Y+ 20 m/s (f =1.00) Simulation uz = 0 mm < uz max = L/200.00 = 7 mm Governing Load Case: 5 Wind Y+ 20 m/s (f =1.00) Simulation Verified Verified Displacements (GLOBAL SYSTEM): Not analyzed ----------------------------------------------------------------------------------------------------------------------------- ----------- Section OK !!! Date : 02/05/23 Page : 174 RSAP2023 Author: Gama Syahid Address: Jl. Sordang No.16, Ds. Tembeng, Desa Lenek Lauk File: Structure Water Tank Project: Structure Water Tank Marunda Post Date : 02/05/23 Page : 175 RSAP2023 Author: Gama Syahid Address: Jl. Sordang No.16, Ds. Tembeng, Desa Lenek Lauk File: Structure Water Tank Project: Structure Water Tank Marunda Post STEEL DESIGN ----------------------------------------------------------------------------------------------------------------------------- ----------CODE: BS-EN 1993-1:2005/NA:2008/A1:2014, Eurocode 3: Design of steel structures. ANALYSIS TYPE: Member Verification ----------------------------------------------------------------------------------------------------------------------------- ----------CODE GROUP: POINT: 1 COORDINATE: x = 0.00 L = 0.00 m MEMBER: 67 Beam_67 ---------------------------------------------------------------------------------------------------------------------------------------LOADS: Governing Load Case: 53 ULS/42=1*1.00 + 3*1.05 + 4*1.50 1*1.00+3*1.05+4*1.50 ---------------------------------------------------------------------------------------------------------------------------------------MATERIAL: S275 ( S275 ) fy = 275.00 MPa --------------------------------------------------------------------------------------------------------------------------- ------------SECTION PARAMETERS: EQA 50x5 h=50 mm gM0=1.00 gM1=1.00 b=50 mm Ay=250 mm2 Az=250 mm2 Ax=483 mm2 tw=5 mm Iy=111000 mm4 Iz=111000 mm4 Ix=3960 mm4 tf=5 mm Wely=3092 mm3 Welz=3092 mm3 ----------------------------------------------------------------------------------------------------------------------------- ----------INTERNAL FORCES AND CAPACITIES: N,Ed = 0.27 kN My,Ed = -0.04 kN*m Mz,Ed = 0.00 kN*m Vy,Ed = 0.00 kN Nc,Rd = 132.82 kN My,el,Rd = 0.85 kN*m Mz,el,Rd = 0.85 kN*m Vy,T,Rd = 39.69 kN Nb,Rd = 132.82 kN My,c,Rd = 0.85 kN*m Mz,c,Rd = 0.85 kN*m Vz,Ed = 0.04 kN Vz,T,Rd = 39.69 kN Tt,Ed = -0.00 kN*m Class of section = 3 ----------------------------------------------------------------------------------------------------------------------------- ----------LATERAL BUCKLING PARAMETERS: --------------------------------------------------------------------------------------------------------------------------------------- BUCKLING PARAMETERS: About y axis: About z axis: ----------------------------------------------------------------------------------------------------------------------------- ----------VERIFICATION FORMULAS: Section strength check: N,Ed/Nc,Rd + My,Ed/My,c,Rd + Mz,Ed/Mz,c,Rd = 0.04 < 1.00 (6.2.1(7)) Vy,Ed/Vy,T,Rd = 0.00 < 1.00 (6.2.6-7) Vz,Ed/Vz,T,Rd = 0.00 < 1.00 (6.2.6-7) Tau,ty,Ed/(fy/(sqrt(3)*gM0)) = 0.00 < 1.00 (6.2.6) Tau,tz,Ed/(fy/(sqrt(3)*gM0)) = 0.00 < 1.00 (6.2.6) ---------------------------------------------------------------------------------------------------------------------------------------LIMIT DISPLACEMENTS Deflections (LOCAL SYSTEM): uy = 0 mm < uy max = L/200.00 = 7 mm Verified Governing Load Case: 5 Wind Y+ 20 m/s (f =1.00) Simulation uz = 0 mm < uz max = L/200.00 = 7 mm Verified Governing Load Case: 6 Wind X+ 20 m/s (f =1.00) Simulation (1) Displacements (GLOBAL SYSTEM): Not analyzed ----------------------------------------------------------------------------------------------------------------------------- ----------- Section OK !!! Date : 02/05/23 Page : 176 RSAP2023 Author: Gama Syahid Address: Jl. Sordang No.16, Ds. Tembeng, Desa Lenek Lauk File: Structure Water Tank Project: Structure Water Tank Marunda Post Date : 02/05/23 Page : 177 RSAP2023 Author: Gama Syahid Address: Jl. Sordang No.16, Ds. Tembeng, Desa Lenek Lauk File: Structure Water Tank Project: Structure Water Tank Marunda Post STEEL DESIGN ----------------------------------------------------------------------------------------------------------------------------- ----------CODE: BS-EN 1993-1:2005/NA:2008/A1:2014, Eurocode 3: Design of steel structures. ANALYSIS TYPE: Member Verification ----------------------------------------------------------------------------------------------------------------------------- ----------CODE GROUP: POINT: 1 COORDINATE: x = 0.00 L = 0.00 m MEMBER: 68 Beam_68 ---------------------------------------------------------------------------------------------------------------------------------------LOADS: Governing Load Case: 55 ULS/44=1*1.00 + 3*1.05 + 6*1.50 1*1.00+3*1.05+6*1.50 ---------------------------------------------------------------------------------------------------------------------------------------MATERIAL: S275 ( S275 ) fy = 275.00 MPa ---------------------------------------------------------------------------------------------------------------------------------------SECTION PARAMETERS: EQA 50x5 h=50 mm gM0=1.00 gM1=1.00 b=50 mm Ay=250 mm2 Az=250 mm2 Ax=483 mm2 tw=5 mm Iy=111000 mm4 Iz=111000 mm4 Ix=3960 mm4 tf=5 mm Wely=3092 mm3 Welz=3092 mm3 ----------------------------------------------------------------------------------------------------------------------------- ----------INTERNAL FORCES AND CAPACITIES: N,Ed = 0.27 kN My,Ed = -0.04 kN*m Mz,Ed = -0.00 kN*m Vy,Ed = -0.00 kN Nc,Rd = 132.82 kN My,el,Rd = 0.85 kN*m Mz,el,Rd = 0.85 kN*m Vy,T,Rd = 39.69 kN Nb,Rd = 132.82 kN My,c,Rd = 0.85 kN*m Mz,c,Rd = 0.85 kN*m Vz,Ed = 0.04 kN Vz,T,Rd = 39.69 kN Tt,Ed = 0.00 kN*m Class of section = 3 ----------------------------------------------------------------------------------------------------------------------------- ----------LATERAL BUCKLING PARAMETERS: ----------------------------------------------------------------------------------------------------------------------------- ----------BUCKLING PARAMETERS: About y axis: About z axis: ----------------------------------------------------------------------------------------------------------------------------- ----------VERIFICATION FORMULAS: Section strength check: N,Ed/Nc,Rd + My,Ed/My,c,Rd + Mz,Ed/Mz,c,Rd = 0.04 < 1.00 (6.2.1(7)) Vy,Ed/Vy,T,Rd = 0.00 < 1.00 (6.2.6-7) Vz,Ed/Vz,T,Rd = 0.00 < 1.00 (6.2.6-7) Tau,ty,Ed/(fy/(sqrt(3)*gM0)) = 0.00 < 1.00 (6.2.6) Tau,tz,Ed/(fy/(sqrt(3)*gM0)) = 0.00 < 1.00 (6.2.6) ----------------------------------------------------------------------------------------------------------------------------- ----------LIMIT DISPLACEMENTS Deflections (LOCAL SYSTEM): uy = 0 mm < uy max = L/200.00 = 7 mm Verified Governing Load Case: 5 Wind Y+ 20 m/s (f =1.00) Simulation uz = 0 mm < uz max = L/200.00 = 7 mm Verified Governing Load Case: 6 Wind X+ 20 m/s (f =1.00) Simulation (1) Displacements (GLOBAL SYSTEM): Not analyzed ----------------------------------------------------------------------------------------------------------------------------- ----------- Section OK !!! Date : 02/05/23 Page : 178 RSAP2023 Author: Gama Syahid Address: Jl. Sordang No.16, Ds. Tembeng, Desa Lenek Lauk File: Structure Water Tank Project: Structure Water Tank Marunda Post Date : 02/05/23 Page : 179 Author: Gama Syahid Office: PT. Amarta Karya (Persero) Project: Water Tank Marunda Post, Structura Analysis Date: 02/05/23 Project properties: Structure Torn Air 12 File Name:: Structure Torn Air 12.rtd Folder: C:Project7 AMKAin the Project7 Project Struktur Created: 02/05/23 10:05 Modified: 02/05/23 10:05 Size: 7602176 Author : Gama Syahid Office : PT. Amarta Karya (Persero) Characteristics of analysis example: Structure type: Shell Structure geometrical center coordinates: X= 0.000 (m) Y= 0.000 (m) Z= 2.493 (m) Structure gravity center coordinates: X= -0.005 (m) Y= -0.000 (m) Z= 3.046 (m) Central moments of inertia of a structure: Ix = 660.738 (kg*m2) Iy = 645.799 (kg*m2) Iz = 145.395 (kg*m2) Mass = 256.611 (kg) Structure description Number of nodes: Number of members: Member finite elements: Planar finite elements: Volumetric finite elements: Rigid links: Releases: Unidirectional releases: Non-linear releases: Compatibilities: Elastic compatibilities: Non-linear compatibilities: Supports: Elastic supports: Unidirectional supports: Non-linear supports: Non-linear hinges: Cases: 52 63 93 0 0 0 0 0 0 0 0 0 4 0 0 0 0 136 Author: Gama Syahid Office: PT. Amarta Karya (Persero) Project: Water Tank Marunda Post, Structura Analysis Combinations: 109 Calculation summary Solution method - SKYLINE No of static degr. of freedom: 288 Bandwidth before/after optimization: 276 Time info [sec] Max time of aggreg. + decomp.: Max time of subspace iterat.: Max time of nonlinear iterat.: Total time: 0 1 0 3 Disk and core usage [B] Total disk space: For solver TMP files: For subspace iter. TMP files: Memory: 2838584 0 2312 307432 48 Stiffness matrix diagonal elements Min/Max after decomposition: 8.888095e+08 Precision: 11 Table of load cases / analysis types Case 1 : DL1 Analysis type: Static - Linear Potential energy : Precision : 5.41406e-03 (kN*m) 2.87560e-14 Case 2 : WIND1 Analysis type: Static - Linear Potential energy : Precision : 2.00682e-04 (kN*m) 2.35244e-14 Case 3 : LL1 Analysis type: Static - Linear Potential energy : 2.00682e-04 (kN*m) 4.646378e+04 Author: Gama Syahid Office: PT. Amarta Karya (Persero) Project: Water Tank Marunda Post, Structura Analysis Precision : 2.35244e-14 Case 4 : Wind X+ 20 m/s (f =1.00) Simulation Analysis type: Static - Linear Potential energy : Precision : 3.57562e-04 (kN*m) 1.07677e-12 Data: Wind velocity : 20.00m/s Terrain level : 0.00m Wind profile : Constant - 1.00 Exposed elements : Selection 70to73 Openings : Closed for the wind flow Stop criterion : Automatic Sum of main forces : 2.10kN Sum of perpendicular forces : 0.05kN Sum of vertical forces : -0.11kN Precision : 0.50% Sum of forces may differ due to model simplification (forces on panel/cladding sidewalls and member top/bottom side are neglected) Loading based on preasure maps. Case 5 : Wind Y+ 20 m/s (f =1.00) Simulation Analysis type: Static - Linear Potential energy : Precision : 5.36615e-03 (kN*m) 6.63266e-12 Data: Wind velocity : 20.00m/s Terrain level : 0.00m Wind profile : Constant - 1.00 Exposed elements : Selection 70to73 Openings : Closed for the wind flow Stop criterion : Automatic Sum of main forces : 2.09kN Sum of perpendicular forces : 0.06kN Sum of vertical forces : -0.10kN Precision : 0.50% Sum of forces may differ due to model simplification (forces on panel/cladding sidewalls and member top/bottom side are neglected) Loading based on preasure maps. Case 6 : Wind X+ 20 m/s (f =1.00) Simulation (1) Analysis type: Static - Linear Potential energy : Precision : Data: 3.64363e-04 (kN*m) 1.18894e-12 Author: Gama Syahid Office: PT. Amarta Karya (Persero) Project: Water Tank Marunda Post, Structura Analysis Wind velocity : 20.00m/s Terrain level : 0.00m Wind profile : Constant - 1.00 Exposed elements : Selection 70to73 Openings : Closed for the wind flow Stop criterion : Automatic Sum of main forces : 2.10kN Sum of perpendicular forces : 0.04kN Sum of vertical forces : -0.11kN Precision : 0.50% Sum of forces may differ due to model simplification (forces on panel/cladding sidewalls and member top/bottom side are neglected) Loading based on preasure maps. Case 7 : Wind Y+ 20 m/s (f =1.00) Simulation (1) Analysis type: Static - Linear Potential energy : Precision : 5.36615e-03 (kN*m) 6.63266e-12 Data: Wind velocity : 20.00m/s Terrain level : 0.00m Wind profile : Constant - 1.00 Exposed elements : Selection 70to73 Openings : Closed for the wind flow Stop criterion : Automatic Sum of main forces : 2.09kN Sum of perpendicular forces : 0.06kN Sum of vertical forces : -0.10kN Precision : 0.50% Sum of forces may differ due to model simplification (forces on panel/cladding sidewalls and member top/bottom side are neglected) Loading based on preasure maps. Case 8 : Wind X+ 20 m/s (f =1.00) Simulation (2) Analysis type: Static - Linear Potential energy : Precision : 1.52058e-04 (kN*m) 1.69068e-12 Data: Wind velocity : 20.00m/s Terrain level : 0.00m Wind profile : Constant - 1.00 Exposed elements : Selection 70to73 Openings : Closed for the wind flow Stop criterion : Manual Sum of main forces : 1.55kN Sum of perpendicular forces : 0.02kN Sum of vertical forces : -0.03kN Precision : N/A Author: Gama Syahid Office: PT. Amarta Karya (Persero) Project: Water Tank Marunda Post, Structura Analysis Sum of forces may differ due to model simplification (forces on panel/cladding sidewalls and member top/bottom side are neglected) Loading based on preasure maps. Case 9 : Wind Y+ 20 m/s (f =1.00) Simulation (2) Analysis type: Static - Linear Potential energy : Precision : 2.37409e-03 (kN*m) 2.03052e-11 Data: Wind velocity : 20.00m/s Terrain level : 0.00m Wind profile : Constant - 1.00 Exposed elements : Selection 70to73 Openings : Closed for the wind flow Stop criterion : Manual Sum of main forces : 1.56kN Sum of perpendicular forces : 0.02kN Sum of vertical forces : -0.03kN Precision : N/A Sum of forces may differ due to model simplification (forces on panel/cladding sidewalls and member top/bottom side are neglected) Loading based on preasure maps. Case 10 : Wind X+ 20 m/s (f =1.00) Simulation (3) Analysis type: Static - Linear Potential energy : Precision : 3.57562e-04 (kN*m) 1.07677e-12 Data: Wind velocity : 20.00m/s Terrain level : 0.00m Wind profile : Constant - 1.00 Exposed elements : Selection 70to73 Openings : Closed for the wind flow Stop criterion : Automatic Sum of main forces : 2.10kN Sum of perpendicular forces : 0.05kN Sum of vertical forces : -0.11kN Precision : 0.50% Sum of forces may differ due to model simplification (forces on panel/cladding sidewalls and member top/bottom side are neglected) Loading based on preasure maps. Case 11 : Wind Y+ 20 m/s (f =1.00) Simulation (3) Analysis type: Static - Linear Potential energy : Precision : 5.36615e-03 (kN*m) 6.63266e-12 Author: Gama Syahid Office: PT. Amarta Karya (Persero) Project: Water Tank Marunda Post, Structura Analysis Data: Wind velocity : 20.00m/s Terrain level : 0.00m Wind profile : Constant - 1.00 Exposed elements : Selection 70to73 Openings : Closed for the wind flow Stop criterion : Automatic Sum of main forces : 2.09kN Sum of perpendicular forces : 0.06kN Sum of vertical forces : -0.10kN Precision : 0.50% Sum of forces may differ due to model simplification (forces on panel/cladding sidewalls and member top/bottom side are neglected) Loading based on preasure maps. Case 12 : ULS/1=1*1.35 + 3*1.50 Analysis type: Linear combination Case 13 : ULS/2=1*1.35 + 3*1.50 + 2*0.75 Analysis type: Linear combination Case 14 : ULS/3=1*1.35 + 3*1.50 + 4*0.75 Analysis type: Linear combination Case 15 : ULS/4=1*1.35 + 3*1.50 + 5*0.75 Analysis type: Linear combination Case 16 : ULS/5=1*1.35 + 3*1.50 + 6*0.75 Analysis type: Linear combination Case 17 : ULS/6=1*1.35 + 3*1.50 + 7*0.75 Analysis type: Linear combination Case 18 : ULS/7=1*1.35 + 3*1.50 + 8*0.75 Analysis type: Linear combination Case 19 : ULS/8=1*1.35 + 3*1.50 + 9*0.75 Analysis type: Linear combination Case 20 : ULS/9=1*1.35 + 3*1.50 + 10*0.75 Analysis type: Linear combination Case 21 : ULS/10=1*1.35 + 3*1.50 + 11*0.75 Analysis type: Linear combination Author: Gama Syahid Office: PT. Amarta Karya (Persero) Project: Water Tank Marunda Post, Structura Analysis Case 22 : ULS/11=1*1.35 Analysis type: Linear combination Case 23 : ULS/12=1*1.00 + 3*1.50 Analysis type: Linear combination Case 24 : ULS/13=1*1.00 + 3*1.50 + 2*0.75 Analysis type: Linear combination Case 25 : ULS/14=1*1.00 + 3*1.50 + 4*0.75 Analysis type: Linear combination Case 26 : ULS/15=1*1.00 + 3*1.50 + 5*0.75 Analysis type: Linear combination Case 27 : ULS/16=1*1.00 + 3*1.50 + 6*0.75 Analysis type: Linear combination Case 28 : ULS/17=1*1.00 + 3*1.50 + 7*0.75 Analysis type: Linear combination Case 29 : ULS/18=1*1.00 + 3*1.50 + 8*0.75 Analysis type: Linear combination Case 30 : ULS/19=1*1.00 + 3*1.50 + 9*0.75 Analysis type: Linear combination Case 31 : ULS/20=1*1.00 + 3*1.50 + 10*0.75 Analysis type: Linear combination Case 32 : ULS/21=1*1.00 + 3*1.50 + 11*0.75 Analysis type: Linear combination Case 33 : ULS/22=1*1.00 Analysis type: Linear combination Case 34 : ULS/23=1*1.35 + 3*1.05 + 2*1.50 Analysis type: Linear combination Case 35 : ULS/24=1*1.35 + 3*1.05 + 4*1.50 Author: Gama Syahid Office: PT. Amarta Karya (Persero) Project: Water Tank Marunda Post, Structura Analysis Analysis type: Linear combination Case 36 : ULS/25=1*1.35 + 3*1.05 + 5*1.50 Analysis type: Linear combination Case 37 : ULS/26=1*1.35 + 3*1.05 + 6*1.50 Analysis type: Linear combination Case 38 : ULS/27=1*1.35 + 3*1.05 + 7*1.50 Analysis type: Linear combination Case 39 : ULS/28=1*1.35 + 3*1.05 + 8*1.50 Analysis type: Linear combination Case 40 : ULS/29=1*1.35 + 3*1.05 + 9*1.50 Analysis type: Linear combination Case 41 : ULS/30=1*1.35 + 3*1.05 + 10*1.50 Analysis type: Linear combination Case 42 : ULS/31=1*1.35 + 3*1.05 + 11*1.50 Analysis type: Linear combination Case 43 : ULS/32=1*1.35 + 2*1.50 Analysis type: Linear combination Case 44 : ULS/33=1*1.35 + 4*1.50 Analysis type: Linear combination Case 45 : ULS/34=1*1.35 + 5*1.50 Analysis type: Linear combination Case 46 : ULS/35=1*1.35 + 6*1.50 Analysis type: Linear combination Case 47 : ULS/36=1*1.35 + 7*1.50 Analysis type: Linear combination Case 48 : ULS/37=1*1.35 + 8*1.50 Analysis type: Linear combination Author: Gama Syahid Office: PT. Amarta Karya (Persero) Project: Water Tank Marunda Post, Structura Analysis Case 49 : ULS/38=1*1.35 + 9*1.50 Analysis type: Linear combination Case 50 : ULS/39=1*1.35 + 10*1.50 Analysis type: Linear combination Case 51 : ULS/40=1*1.35 + 11*1.50 Analysis type: Linear combination Case 52 : ULS/41=1*1.00 + 3*1.05 + 2*1.50 Analysis type: Linear combination Case 53 : ULS/42=1*1.00 + 3*1.05 + 4*1.50 Analysis type: Linear combination Case 54 : ULS/43=1*1.00 + 3*1.05 + 5*1.50 Analysis type: Linear combination Case 55 : ULS/44=1*1.00 + 3*1.05 + 6*1.50 Analysis type: Linear combination Case 56 : ULS/45=1*1.00 + 3*1.05 + 7*1.50 Analysis type: Linear combination Case 57 : ULS/46=1*1.00 + 3*1.05 + 8*1.50 Analysis type: Linear combination Case 58 : ULS/47=1*1.00 + 3*1.05 + 9*1.50 Analysis type: Linear combination Case 59 : ULS/48=1*1.00 + 3*1.05 + 10*1.50 Analysis type: Linear combination Case 60 : ULS/49=1*1.00 + 3*1.05 + 11*1.50 Analysis type: Linear combination Case 61 : ULS/50=1*1.00 + 2*1.50 Analysis type: Linear combination Case 62 : ULS/51=1*1.00 + 4*1.50 Analysis type: Linear combination Author: Gama Syahid Office: PT. Amarta Karya (Persero) Project: Water Tank Marunda Post, Structura Analysis Case 63 : ULS/52=1*1.00 + 5*1.50 Analysis type: Linear combination Case 64 : ULS/53=1*1.00 + 6*1.50 Analysis type: Linear combination Case 65 : ULS/54=1*1.00 + 7*1.50 Analysis type: Linear combination Case 66 : ULS/55=1*1.00 + 8*1.50 Analysis type: Linear combination Case 67 : ULS/56=1*1.00 + 9*1.50 Analysis type: Linear combination Case 68 : ULS/57=1*1.00 + 10*1.50 Analysis type: Linear combination Case 69 : ULS/58=1*1.00 + 11*1.50 Analysis type: Linear combination Case 70 : SLS:CHR/1=1*1.00 + 3*1.00 Analysis type: Linear combination Case 71 : SLS:CHR/2=1*1.00 + 3*1.00 + 2*0.50 Analysis type: Linear combination Case 72 : SLS:CHR/3=1*1.00 + 3*1.00 + 4*0.50 Analysis type: Linear combination Case 73 : SLS:CHR/4=1*1.00 + 3*1.00 + 5*0.50 Analysis type: Linear combination Case 74 : SLS:CHR/5=1*1.00 + 3*1.00 + 6*0.50 Analysis type: Linear combination Case 75 : SLS:CHR/6=1*1.00 + 3*1.00 + 7*0.50 Analysis type: Linear combination Case 76 : SLS:CHR/7=1*1.00 + 3*1.00 + 8*0.50 Analysis type: Linear combination Author: Gama Syahid Office: PT. Amarta Karya (Persero) Project: Water Tank Marunda Post, Structura Analysis Case 77 : SLS:CHR/8=1*1.00 + 3*1.00 + 9*0.50 Analysis type: Linear combination Case 78 : SLS:CHR/9=1*1.00 + 3*1.00 + 10*0.50 Analysis type: Linear combination Case 79 : SLS:CHR/10=1*1.00 + 3*1.00 + 11*0.50 Analysis type: Linear combination Case 80 : SLS:CHR/11=1*1.00 Analysis type: Linear combination Case 81 : SLS:CHR/12=1*1.00 + 3*0.70 + 2*1.00 Analysis type: Linear combination Case 82 : SLS:CHR/13=1*1.00 + 3*0.70 + 4*1.00 Analysis type: Linear combination Case 83 : SLS:CHR/14=1*1.00 + 3*0.70 + 5*1.00 Analysis type: Linear combination Case 84 : SLS:CHR/15=1*1.00 + 3*0.70 + 6*1.00 Analysis type: Linear combination Case 85 : SLS:CHR/16=1*1.00 + 3*0.70 + 7*1.00 Analysis type: Linear combination Case 86 : SLS:CHR/17=1*1.00 + 3*0.70 + 8*1.00 Analysis type: Linear combination Case 87 : SLS:CHR/18=1*1.00 + 3*0.70 + 9*1.00 Analysis type: Linear combination Case 88 : SLS:CHR/19=1*1.00 + 3*0.70 + 10*1.00 Analysis type: Linear combination Case 89 : SLS:CHR/20=1*1.00 + 3*0.70 + 11*1.00 Analysis type: Linear combination Case 90 : SLS:CHR/21=1*1.00 + 2*1.00 Author: Gama Syahid Office: PT. Amarta Karya (Persero) Project: Water Tank Marunda Post, Structura Analysis Analysis type: Linear combination Case 91 : SLS:CHR/22=1*1.00 + 4*1.00 Analysis type: Linear combination Case 92 : SLS:CHR/23=1*1.00 + 5*1.00 Analysis type: Linear combination Case 93 : SLS:CHR/24=1*1.00 + 6*1.00 Analysis type: Linear combination Case 94 : SLS:CHR/25=1*1.00 + 7*1.00 Analysis type: Linear combination Case 95 : SLS:CHR/26=1*1.00 + 8*1.00 Analysis type: Linear combination Case 96 : SLS:CHR/27=1*1.00 + 9*1.00 Analysis type: Linear combination Case 97 : SLS:CHR/28=1*1.00 + 10*1.00 Analysis type: Linear combination Case 98 : SLS:CHR/29=1*1.00 + 11*1.00 Analysis type: Linear combination Case 99 : SLS:FRE/30=1*1.00 + 3*0.50 Analysis type: Linear combination Case 100 : SLS:FRE/31=1*1.00 Analysis type: Linear combination Case 101 : SLS:FRE/32=1*1.00 + 3*0.30 + 2*0.20 Analysis type: Linear combination Case 102 : SLS:FRE/33=1*1.00 + 3*0.30 + 4*0.20 Analysis type: Linear combination Case 103 : SLS:FRE/34=1*1.00 + 3*0.30 + 5*0.20 Analysis type: Linear combination Author: Gama Syahid Office: PT. Amarta Karya (Persero) Project: Water Tank Marunda Post, Structura Analysis Case 104 : SLS:FRE/35=1*1.00 + 3*0.30 + 6*0.20 Analysis type: Linear combination Case 105 : SLS:FRE/36=1*1.00 + 3*0.30 + 7*0.20 Analysis type: Linear combination Case 106 : SLS:FRE/37=1*1.00 + 3*0.30 + 8*0.20 Analysis type: Linear combination Case 107 : SLS:FRE/38=1*1.00 + 3*0.30 + 9*0.20 Analysis type: Linear combination Case 108 : SLS:FRE/39=1*1.00 + 3*0.30 + 10*0.20 Analysis type: Linear combination Case 109 : SLS:FRE/40=1*1.00 + 3*0.30 + 11*0.20 Analysis type: Linear combination Case 110 : SLS:FRE/41=1*1.00 + 2*0.20 Analysis type: Linear combination Case 111 : SLS:FRE/42=1*1.00 + 4*0.20 Analysis type: Linear combination Case 112 : SLS:FRE/43=1*1.00 + 5*0.20 Analysis type: Linear combination Case 113 : SLS:FRE/44=1*1.00 + 6*0.20 Analysis type: Linear combination Case 114 : SLS:FRE/45=1*1.00 + 7*0.20 Analysis type: Linear combination Case 115 : SLS:FRE/46=1*1.00 + 8*0.20 Analysis type: Linear combination Case 116 : SLS:FRE/47=1*1.00 + 9*0.20 Analysis type: Linear combination Case 117 : SLS:FRE/48=1*1.00 + 10*0.20 Analysis type: Linear combination Author: Gama Syahid Office: PT. Amarta Karya (Persero) Project: Water Tank Marunda Post, Structura Analysis Case 118 : SLS:FRE/49=1*1.00 + 11*0.20 Analysis type: Linear combination Case 119 : SLS:QPR/50=1*1.00 + 3*0.30 Analysis type: Linear combination Case 120 : SLS:QPR/51=1*1.00 Analysis type: Linear combination Case 121 : Analysis type: Modal Mass eccentricities Data: Analysis mode Method Type of mass matrix Number of modes Number of iterations Tolerance Damping Limits Coefficient Modal Ecc X- ex = -0.000 (m) : : : : : : : : : ey = Seismic @VAL(DynModMethod)@ Lumped without rotations 5 40 1.00000e-04 0.050 0.000 90.000 Case 122 : Seismic SNI1726:2019 Ecc X- Direction_X Analysis type: Seismic-EC8 Excitation direction: X= 1.000 Y= 0.000 Z= 0.000 0.000 (m) Author: Gama Syahid Office: PT. Amarta Karya (Persero) Project: Water Tank Marunda Post, Structura Analysis A cceleration(m /s^2) 3.0 2.0 1.0 0.0 P eriod (s) 0.0 1.0 2.0 Data: Site Spectrum Spectrum type Direction Behavior factor : : : : : Spectrum parameters: Acceleration : Damping : Damping correction : S= 1.000 = A Dimensioning 1 Horizontal 1.000 ag = 1.000  = 5.00 % 0,5  = [10/(5+)] = 0.200 TB = 1.000 0.150 TC = 0.400 TD = Case 123 : Seismic SNI1726:2019 Ecc X- Direction_Y Analysis type: Seismic-EC8 Excitation direction: X= 0.000 Y= 1.000 Z= 0.000 3.0 2.000 Author: Gama Syahid Office: PT. Amarta Karya (Persero) Project: Water Tank Marunda Post, Structura Analysis A cceleration(m /s^2) 3.0 2.0 1.0 0.0 P eriod (s) 0.0 1.0 2.0 Data: Site Spectrum Spectrum type Direction Behavior factor : : : : : Spectrum parameters: Acceleration : Damping : Damping correction : S= 1.000 = A Dimensioning 1 Horizontal 1.000 ag = 1.000  = 5.00 % 0,5  = [10/(5+)] = 0.200 TB = 1.000 0.150 TC = 0.400 TD = Case 124 : Seismic SNI1726:2019 Ecc X- Direction_Z Analysis type: Seismic-EC8 Excitation direction: X= 0.000 Y= 0.000 Z= 1.000 3.0 2.000 Author: Gama Syahid Office: PT. Amarta Karya (Persero) Project: Water Tank Marunda Post, Structura Analysis A cceleration(m /s^2) 3.0 2.0 1.0 0.0 P eriod (s) 0.0 1.0 2.0 Data: Site Spectrum Spectrum type Direction Behavior factor : : : : : Spectrum parameters: Acceleration : Damping : Damping correction : S= 1.000 = Case 125 : Analysis type: Modal Mass eccentricities Data: Analysis mode Method Type of mass matrix Number of modes Number of iterations Tolerance Damping Limits A Dimensioning 1 Vertical 1.000 ag = 0.900  = 5.00 % 0,5  = [10/(5+)] = 0.200 3.0 TB = 1.000 0.050 TC = 0.150 TD = 1.000 Modal Ecc X+ ex = 0.000 (m) : : : : : : : : ey = 0.000 (m) Seismic @VAL(DynModMethod)@ Lumped without rotations 5 40 1.00000e-04 0.050 0.000 Author: Gama Syahid Office: PT. Amarta Karya (Persero) Project: Water Tank Marunda Post, Structura Analysis Coefficient : 90.000 Case 126 : Seismic SNI1726:2019 Ecc X+ Direction_X Analysis type: Seismic-EC8 Excitation direction: X= 1.000 Y= 0.000 Z= 0.000 A cceleration(m /s^2) 3.0 2.0 1.0 0.0 P eriod (s) 0.0 1.0 2.0 Data: Site Spectrum Spectrum type Direction Behavior factor : : : : : Spectrum parameters: Acceleration : Damping : Damping correction : S= 1.000 = A Dimensioning 1 Horizontal 1.000 ag = 1.000  = 5.00 % 0,5  = [10/(5+)] = 0.200 TB = 3.0 1.000 0.150 TC = 0.400 TD = Case 127 : Seismic SNI1726:2019 Ecc X+ Direction_Y Analysis type: Seismic-EC8 2.000 Author: Gama Syahid Office: PT. Amarta Karya (Persero) Project: Water Tank Marunda Post, Structura Analysis Excitation direction: X= 0.000 Y= 1.000 Z= 0.000 A cceleration(m /s^2) 3.0 2.0 1.0 0.0 P eriod (s) 0.0 1.0 2.0 Data: Site Spectrum Spectrum type Direction Behavior factor : : : : : Spectrum parameters: Acceleration : Damping : Damping correction : S= 1.000 = A Dimensioning 1 Horizontal 1.000 ag = 1.000  = 5.00 % 0,5  = [10/(5+)] = 0.200 TB = 1.000 0.150 TC = 0.400 TD = Case 128 : Seismic SNI1726:2019 Ecc X+ Direction_Z Analysis type: Seismic-EC8 Excitation direction: X= 0.000 Y= 0.000 Z= 1.000 3.0 2.000 Author: Gama Syahid Office: PT. Amarta Karya (Persero) Project: Water Tank Marunda Post, Structura Analysis A cceleration(m /s^2) 3.0 2.0 1.0 0.0 P eriod (s) 0.0 1.0 2.0 Data: Site Spectrum Spectrum type Direction Behavior factor : : : : : Spectrum parameters: Acceleration : Damping : Damping correction : S= 1.000 = Case 129 : Analysis type: Modal Mass eccentricities Data: Analysis mode Method Type of mass matrix Number of modes Number of iterations Tolerance Damping Limits A Dimensioning 1 Vertical 1.000 ag = 0.900  = 5.00 % 0,5  = [10/(5+)] = 0.200 3.0 TB = 1.000 0.050 TC = 0.150 TD = 1.000 Modal Ecc Y- ex = 0.000 (m) : : : : : : : : ey = -0.000 (m) Seismic @VAL(DynModMethod)@ Lumped without rotations 5 40 1.00000e-04 0.050 0.000 Author: Gama Syahid Office: PT. Amarta Karya (Persero) Project: Water Tank Marunda Post, Structura Analysis Coefficient : 90.000 Case 130 : Seismic SNI1726:2019 Ecc Y- Direction_X Analysis type: Seismic-EC8 Excitation direction: X= 1.000 Y= 0.000 Z= 0.000 A cceleration(m /s^2) 3.0 2.0 1.0 0.0 P eriod (s) 0.0 1.0 2.0 Data: Site Spectrum Spectrum type Direction Behavior factor : : : : : Spectrum parameters: Acceleration : Damping : Damping correction : S= 1.000 = A Dimensioning 1 Horizontal 1.000 ag = 1.000  = 5.00 % 0,5  = [10/(5+)] = 0.200 TB = 3.0 1.000 0.150 TC = 0.400 TD = Case 131 : Seismic SNI1726:2019 Ecc Y- Direction_Y Analysis type: Seismic-EC8 2.000 Author: Gama Syahid Office: PT. Amarta Karya (Persero) Project: Water Tank Marunda Post, Structura Analysis Excitation direction: X= 0.000 Y= 1.000 Z= 0.000 A cceleration(m /s^2) 3.0 2.0 1.0 0.0 P eriod (s) 0.0 1.0 2.0 Data: Site Spectrum Spectrum type Direction Behavior factor : : : : : Spectrum parameters: Acceleration : Damping : Damping correction : S= 1.000 = A Dimensioning 1 Horizontal 1.000 ag = 1.000  = 5.00 % 0,5  = [10/(5+)] = 0.200 TB = 1.000 0.150 TC = 0.400 TD = Case 132 : Seismic SNI1726:2019 Ecc Y- Direction_Z Analysis type: Seismic-EC8 Excitation direction: X= 0.000 Y= 0.000 Z= 1.000 3.0 2.000 Author: Gama Syahid Office: PT. Amarta Karya (Persero) Project: Water Tank Marunda Post, Structura Analysis A cceleration(m /s^2) 3.0 2.0 1.0 0.0 P eriod (s) 0.0 1.0 2.0 Data: Site Spectrum Spectrum type Direction Behavior factor : : : : : Spectrum parameters: Acceleration : Damping : Damping correction : S= 1.000 = Case 133 : Analysis type: Modal Mass eccentricities Data: Analysis mode Method Type of mass matrix Number of modes Number of iterations Tolerance Damping Limits A Dimensioning 1 Vertical 1.000 ag = 0.900  = 5.00 % 0,5  = [10/(5+)] = 0.200 3.0 TB = 1.000 0.050 TC = 0.150 TD = 1.000 Modal Ecc Y+ ex = 0.000 (m) : : : : : : : : ey = 0.000 (m) Seismic @VAL(DynModMethod)@ Lumped without rotations 5 40 1.00000e-04 0.050 0.000 Author: Gama Syahid Office: PT. Amarta Karya (Persero) Project: Water Tank Marunda Post, Structura Analysis Coefficient : 90.000 Case 134 : Seismic SNI1726:2019 Ecc Y+ Direction_X Analysis type: Seismic-EC8 Excitation direction: X= 1.000 Y= 0.000 Z= 0.000 A cceleration(m /s^2) 3.0 2.0 1.0 0.0 P eriod (s) 0.0 1.0 2.0 Data: Site Spectrum Spectrum type Direction Behavior factor : : : : : Spectrum parameters: Acceleration : Damping : Damping correction : S= 1.000 = A Dimensioning 1 Horizontal 1.000 ag = 1.000  = 5.00 % 0,5  = [10/(5+)] = 0.200 TB = 3.0 1.000 0.150 TC = 0.400 TD = Case 135 : Seismic SNI1726:2019 Ecc Y+ Direction_Y Analysis type: Seismic-EC8 2.000 Author: Gama Syahid Office: PT. Amarta Karya (Persero) Project: Water Tank Marunda Post, Structura Analysis Excitation direction: X= 0.000 Y= 1.000 Z= 0.000 A cceleration(m /s^2) 3.0 2.0 1.0 0.0 P eriod (s) 0.0 1.0 2.0 Data: Site Spectrum Spectrum type Direction Behavior factor : : : : : Spectrum parameters: Acceleration : Damping : Damping correction : S= 1.000 = A Dimensioning 1 Horizontal 1.000 ag = 1.000  = 5.00 % 0,5  = [10/(5+)] = 0.200 TB = 1.000 0.150 TC = 0.400 TD = Case 136 : Seismic SNI1726:2019 Ecc Y+ Direction_Z Analysis type: Seismic-EC8 Excitation direction: X= 0.000 Y= 0.000 Z= 1.000 3.0 2.000 Author: Gama Syahid Office: PT. Amarta Karya (Persero) Project: Water Tank Marunda Post, Structura Analysis A cceleration(m /s^2) 3.0 2.0 1.0 0.0 P eriod (s) 0.0 1.0 2.0 Data: Site Spectrum Spectrum type Direction Behavior factor : : : : : Spectrum parameters: Acceleration : Damping : Damping correction : S= 1.000 = A Dimensioning 1 Vertical 1.000 ag = 0.900  = 5.00 % 0,5  = [10/(5+)] = 0.200 TB = 3.0 1.000 0.050 TC = 0.150 TD = 1.000