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Problem 1. The beam shown in Figure 1 is laterally braced at A, B, C, and D. Is a W36×182 adequate for F= 50 ksi based on the AISC specification for LRFD method? Note: Check only for flexural strength limit. WD=5.0k/ft WL 4.0k/ft = PL=20k B C 12'12' * 48' Figure 1 24' D

Problem 1. The beam shown in Figure 1 is laterally braced at A, B, C, and D. Is a W36×182 adequate for F= 50 ksi based on the AISC specification for LRFD method? Note: Check only for flexural strength limit. WD=5.0k/ft WL 4.0k/ft = PL=20k B C 12'12' * 48' Figure 1 24' D

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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Problem 1. The beam shown in Figure 1 is laterally braced at A, B, C, and D. Is a W36×182 adequate for F₁= = 50 ksi based on the AISC specification for LRFD method? Note: Check only for flexural strength limit. WD=5.0k/ft WL = 4.0k/ft A PL=20k B C 12'12' * 48' Figure 1 24' TW D
Transcribed Image Text:Problem 1. The beam shown in Figure 1 is laterally braced at A, B, C, and D. Is a W36×182 adequate for F₁= = 50 ksi based on the AISC specification for LRFD method? Note: Check only for flexural strength limit. WD=5.0k/ft WL = 4.0k/ft A PL=20k B C 12'12' * 48' Figure 1 24' TW D
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