Question: using the AISC LRFD column equations. calculate thr design axial compression load capacity of a W 3 3 x 3 1 8 column in a

using the AISC LRFD column equations. calculate thr design axial compression load capacity of a W33 x 318 column in a braced frame structure (i.e. K=1.0) with an unbraced column height of 55 feet, Fy=65ksi.

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