1-By using LRFD method, determine the critical design strength, ØPn for the compression member L8 ×6×1 with KL=15ft. Use Fy=50ksi

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Chapter5: Beams
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1-By using LRFD method, determine the critical design strength, ØPn for the compression member L8 ×6×1 with KL=15ft. Use Fy=50ksi.

2- By using LRFD method, replace the compression member HP10x42 with

KL=15ft. and F=50ksi with economical section of W10 or W8.

 

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