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.

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.

3. EXCEL SHEET

6. STAAD PRO FILE