An hss 10times6times516 with fy 46 ksi is used as a column


An HSS 10×6×5?16 with Fy = 46 ksi is used as a column. The length is 16 feet. Both ends are pinned, and there is support against weak axis buckling at a point 6 feet from the top. Determine the design strength for LRFD.

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Civil Engineering: An hss 10times6times516 with fy 46 ksi is used as a column
Reference No:- TGS0656940

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