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The beam shown is verified as compact shape. The beam used is W21x83 with Fy = 50 ksi and fully lateral braced in the compression flanges. The service dead and live load is as shown, neglect beam weights. Note: Zx = 196 cu.in.Check the adequacy of the selected beam using LRFD considering the moment. 28 ft D = 1.50 k/ft L = 3.25 k/ft

The beam shown is verified as compact shape. The beam used is W21x83 with Fy = 50 ksi and fully lateral braced in the compression flanges. The service dead and live load is as shown, neglect beam weights. Note: Zx = 196 cu.in.Check the adequacy of the selected beam using LRFD considering the moment. 28 ft D = 1.50 k/ft L = 3.25 k/ft

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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The beam shown is verified as compact shape. The beam used is W21x83 with Fy = 50 ksi and fully lateral braced in the compression flanges. The service dead and live load is as shown, neglect beam weights. Note: Zx = 196 cu.in.Check the adequacy of the selected beam using LRFD considering the moment. 28 ft D = 1.50 k/ft L = 3.25 k/ft
Transcribed Image Text:The beam shown is verified as compact shape. The beam used is W21x83 with Fy = 50 ksi and fully lateral braced in the compression flanges. The service dead and live load is as shown, neglect beam weights. Note: Zx = 196 cu.in.Check the adequacy of the selected beam using LRFD considering the moment. 28 ft D = 1.50 k/ft L = 3.25 k/ft
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