A6 - storey with roof deck building has a total height of 21m. The computed base shear is 900 kN. Each floor has an average height of 3.5m. Each floor has a weight of 3500 kN except for the top most level with a weight of 2500 kN. Its natural period of oscillation is 0.75 sec. 1. What is the shear at the 2nd level? a. 33 kN b. 66 kN c. 55 kN d. 44 kN 2. What is the shear at the 3rd level? a. 92 kN b. 90 kN c. 94 kN d. 88 kN 3. What is the shear at the 6th level? a. 230 kN b. 227 kN c. 221 kN d. 224 kN

A6 - storey with roof deck building has a total height of 21m. The computed base shear is 900 kN. Each floor has an average height of 3.5m. Each floor has a weight of 3500 kN except for the top most level with a weight of 2500 kN. Its natural period of oscillation is 0.75 sec. 1. What is the shear at the 2nd level? a. 33 kN b. 66 kN c. 55 kN d. 44 kN 2. What is the shear at the 3rd level? a. 92 kN b. 90 kN c. 94 kN d. 88 kN 3. What is the shear at the 6th level? a. 230 kN b. 227 kN c. 221 kN d. 224 kN

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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