4. Determine whether the beam shown below is adequate for the given loads considering bending using both LRFD and ASD. The loads are service loads and the steel is A992. Per AISC Specifications, the given beam section is compact for flexure. P,=10k P = 15k P,= 10k P = 15k W18x50 Flateral brace 10'-0" point 10'-0" L=30'-0"

4. Determine whether the beam shown below is adequate for the given loads considering bending using both LRFD and ASD. The loads are service loads and the steel is A992. Per AISC Specifications, the given beam section is compact for flexure. P,=10k P = 15k P,= 10k P = 15k W18x50 Flateral brace 10'-0" point 10'-0" L=30'-0"

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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If you can't solve this question just skip it but don't say this is an assignment question.
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