5 Assume W = 40 ft and D = 40 ft. The unreduced roof live load is 20 psf. The live load on the second and third floors is 65 psf, and the live load on the fourth floor is 40 psf. Compute the total live load in the following columns; Al between third and fourth floor, D2 between second and third floor, and E2 between ground and second floor. (Ans: PAI = 16.4 k, PD2 86.4 k, PE2 = 64.4 k)

5 Assume W = 40 ft and D = 40 ft. The unreduced roof live load is 20 psf. The live load on the second and third floors is 65 psf, and the live load on the fourth floor is 40 psf. Compute the total live load in the following columns; Al between third and fourth floor, D2 between second and third floor, and E2 between ground and second floor. (Ans: PAI = 16.4 k, PD2 86.4 k, PE2 = 64.4 k)

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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