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
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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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.

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
PL= 15k
P,= 10k
P = 15k
W18x50
lateral brace
10'-0"
point
10'-0"
L=30'-0"
Transcribed Image Text: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 PL= 15k P,= 10k P = 15k W18x50 lateral brace 10'-0" point 10'-0" L=30'-0"
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