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1. Check the compactness of W36x529, W21x48 and W14x99. 2. Verify the available flexural strength of W18×50 shape for the beam shown below. The unfactored loads are a uniform dead load of 0.45 kip/ft and a uniform live load of 0.75 kip/ft. Use the LRFD load combinations to find the required flexural strength. Wo 0.45 kip/ft w₁ = 0.75 kip/ft 35'-0" Beam Loading & Bracing Diagram (full lateral support)

1. Check the compactness of W36x529, W21x48 and W14x99. 2. Verify the available flexural strength of W18×50 shape for the beam shown below. The unfactored loads are a uniform dead load of 0.45 kip/ft and a uniform live load of 0.75 kip/ft. Use the LRFD load combinations to find the required flexural strength. Wo 0.45 kip/ft w₁ = 0.75 kip/ft 35'-0" Beam Loading & Bracing Diagram (full lateral support)

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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1. Check the compactness of W36x529, W21x48 and W14x99. 2. Verify the available flexural strength of W18×50 shape for the beam shown below. The unfactored loads are a uniform dead load of 0.45 kip/ft and a uniform live load of 0.75 kip/ft. Use the LRFD load combinations to find the required flexural strength. Wo 0.45 kip/ft w₁ = 0.75 kip/ft 35'-0" Beam Loading & Bracing Diagram (full lateral support)
Transcribed Image Text:1. Check the compactness of W36x529, W21x48 and W14x99. 2. Verify the available flexural strength of W18×50 shape for the beam shown below. The unfactored loads are a uniform dead load of 0.45 kip/ft and a uniform live load of 0.75 kip/ft. Use the LRFD load combinations to find the required flexural strength. Wo 0.45 kip/ft w₁ = 0.75 kip/ft 35'-0" Beam Loading & Bracing Diagram (full lateral support)
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