Question: using the AISC LRFD column equations. calculate thr design axial compression load capacity of a HSS 2 0 x 2 0 x 0 7 /

using the AISC LRFD column equations. calculate thr design axial compression load capacity of a HSS 20x 20 x07/8 column in a braced frame structure (i.e. K=1.0) with an unbraced column height of 55 feet, Fy=50 ksi.

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