SITUATION 2 –A 5 storey building is constructed with 12 ft, storey heights. The base shear has been calculated as 160 kips. Each storey floor has weight of 700 kips. If the natural period of oscillation is 0.5 sec. a. Compute the shear at the 5th floor. b. Compute the shear force at the 4th floor. C. Compute the shear force at the 3rd floor.

SITUATION 2 –A 5 storey building is constructed with 12 ft, storey heights. The base shear has been calculated as 160 kips. Each storey floor has weight of 700 kips. If the natural period of oscillation is 0.5 sec. a. Compute the shear at the 5th floor. b. Compute the shear force at the 4th floor. C. Compute the shear force at the 3rd floor.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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