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For problems 1a-1b given the loads specified, calculate the maximum load using ASCE 7-10 load combinations for allowable stress and strength design.  a. D = 50 psf, Lr = 75 psf, R = 8 psf, and S = 20 psf. b. D = 13 k, L = 32 k, W = −22 k, Ev + Eh = 16 k, and −Ev + Eh = −16 k. (When doing strength design assume L comes from a live load less than 100psf)

For problems 1a-1b given the loads specified, calculate the maximum load using ASCE 7-10 load combinations for allowable stress and strength design.  a. D = 50 psf, Lr = 75 psf, R = 8 psf, and S = 20 psf. b. D = 13 k, L = 32 k, W = −22 k, Ev + Eh = 16 k, and −Ev + Eh = −16 k. (When doing strength design assume L comes from a live load less than 100psf)

Structural Analysis
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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For problems 1a-1b given the loads specified, calculate the maximum load using ASCE 7-10 load combinations for allowable stress and strength design. 
a. D = 50 psf, Lr = 75 psf, R = 8 psf, and S = 20 psf.
b. D = 13 k, L = 32 k, W = −22 k, Ev + Eh = 16 k, and −Ev + Eh = −16 k. (When doing strength design assume L comes from a live load less than 100psf)

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