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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.
EXCEL SHEET
STAAD PRO FILE
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.
  • 4.
  • 5.