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2. Design Wide flange column section only of A992 steel to serve as a pinned- end main member column 30 ft long to carry an a
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biCN focbored decin load ett.ckie len th ochov We howe ktKL 그- (1 5 8si) ㄚㄨ 二, 61, 538Ditgn ax

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2. Design Wide flange column section only of A992 steel to serve as a pinned- end main member column 30 ft long to carry an axial compression loads in a braced structure, based on AISC LRFD metho...
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