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2- With both ASD and LRFD methods to check the adequacy the W10x33 shape as a column subjected to compressive loads of DL=100kip and LL=70kip. You can either use the design equations or design aid tables. 15 ft Ι Ι

2- With both ASD and LRFD methods to check the adequacy the W10x33 shape as a column subjected to compressive loads of DL=100kip and LL=70kip. You can either use the design equations or design aid tables. 15 ft Ι Ι

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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2- With both ASD and LRFD methods to check the adequacy the W10x33 shape as a column subjected to compressive loads of DL=100kip and LL=70kip. You can either use the design equations or design aid tables. 15 ft Ι Ι
Transcribed Image Text:2- With both ASD and LRFD methods to check the adequacy the W10x33 shape as a column subjected to compressive loads of DL=100kip and LL=70kip. You can either use the design equations or design aid tables. 15 ft Ι Ι
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