ANSWERS SHOULD BEAnswer Key22) 194.5023) 210.624) 3606 SITUATION 8.The design base shear of the three-story building shown is 450 kN. See Figure AS- ST20.Given:DimensionsH; = 4.0 mH2 = 3.5 mH3 = 3.5 mL = 10 mMass WeightsW, = 1160 kNW2 = 1000 kNWR = 840 kN22. Determine the shear force(kN) at the roof level, if natural period of vibration of the building T =0.6 seconds.а. 155. 40b. 194.50с. 182.23d. 21123. If the natural vibration of the building T = 0.9 seconds, determine the lateral force (kN) at theroof level.%3Da. 155. 40b. 194.50с. 182.23d. 210.624. After analysis, the shear force at each level are as follows:Roof level = 180 kN2nd level = 156 kN1st level = 114 kNHow much is the overturning moment (kN-m) at the base?а. 3606b. 6303c. 3680d. 6380 WR=840 kNH=35 mW;=1000 kNH=3.5 mW=1160 kNH,-4 m10 mFigure AS- ST20

Since, the question number to be solved is not stated, the solution for Question No.22 is as…

The design base shear of the three-story building shown is 450 kN. See Figure AS- ST20. Given: Dimensions H; = 4.0 m H2 = 3.5 m H3 = 3.5 m L = 10 m Mass Weights W; = 1160 kN W2 = 1000 kN WR = 840 kN 22. Determine the shear force(kN) at the roof level, if natural period of vibration of the building T = 0.6 seconds. a. 155. 40 b. 194.50 c. 182.23 d. 211

The design base shear of the three-story building shown is 450 kN. See Figure AS- ST20. Given: Dimensions H; = 4.0 m H2 = 3.5 m H3 = 3.5 m L = 10 m Mass Weights W; = 1160 kN W2 = 1000 kN WR = 840 kN 22. Determine the shear force(kN) at the roof level, if natural period of vibration of the building T = 0.6 seconds. a. 155. 40 b. 194.50 c. 182.23 d. 211

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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