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Earthquake design example

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Aditya Mistry

A five-storey building located in Bhuj, India is designed to withstand earthquakes. The building has dimensions of 30m x 30m and rests on hard soil. It has floor weights of 2000KN, 2500KN, 2500KN, 2500KN, and 2100KN from bottom to top with corresponding floor heights of 4.5m, 3.5m, 3.5m, 3.5m and 3.5m. Using the equivalent lateral force method, the summary calculates the horizontal shear forces acting at each slab level for the special moment resisting office building.

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SUBJECT: DESIGN OF REINFORCED CONCRETE STRUCTURES TOPIC: EARTHQUAKE DESIGN EXAMPLE Prepared By: Patel Prashant 141100106078 Patel Twinkal 141100106092 Mistry Aditya 151103106009 Patel Kajal 151103106011 Ratnani Manisha 151103106016 Guided by: Prof. Vikunj Tilva
 A FIVE STOREYED BUILDING HAS SIZE OF 30M X 30M. IT IS LOCATED IN BHUJ AND RESTING ON HARD SOIL. THE WEIGHTS OF FLOORS AND HEIGHT OF THE FLOORS ARE 2000KN, 2500KN, 2500KN, 2500KN, AND 2100KN AND 4.5M, 3.5M, 3.5M, 3.5M AND 3.5M RESPECTIVELY FROM SLAB NO. 1 FROM BOTTOM. ASSUMING THE BUILDING AS SPECIAL MOMENT RESISTING OFFICE BUIDLING. CALCULATE HORIZONTAL SHEAR FORCES ACTING AT THE EACH SLAB LEVEL BY EQUIVALENT LATERAL FORCE METHOD.
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Earthquake design example
Earthquake design example
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Earthquake design example
Earthquake design example
Earthquake design example

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Earthquake design example

  • 1. SUBJECT: DESIGN OF REINFORCED CONCRETE STRUCTURES TOPIC: EARTHQUAKE DESIGN EXAMPLE Prepared By: Patel Prashant 141100106078 Patel Twinkal 141100106092 Mistry Aditya 151103106009 Patel Kajal 151103106011 Ratnani Manisha 151103106016 Guided by: Prof. Vikunj Tilva
  • 2.  A FIVE STOREYED BUILDING HAS SIZE OF 30M X 30M. IT IS LOCATED IN BHUJ AND RESTING ON HARD SOIL. THE WEIGHTS OF FLOORS AND HEIGHT OF THE FLOORS ARE 2000KN, 2500KN, 2500KN, 2500KN, AND 2100KN AND 4.5M, 3.5M, 3.5M, 3.5M AND 3.5M RESPECTIVELY FROM SLAB NO. 1 FROM BOTTOM. ASSUMING THE BUILDING AS SPECIAL MOMENT RESISTING OFFICE BUIDLING. CALCULATE HORIZONTAL SHEAR FORCES ACTING AT THE EACH SLAB LEVEL BY EQUIVALENT LATERAL FORCE METHOD.