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Columns Under Axial Load
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A36 steel AISCM AISCS Formula AISCS Sec allowable stress allowable stress design allowable-stress angle Appendix assumed axial load axis beam selection bearing stiffeners bending stress bracing calculated Chapter Check compact sections compression flange compression members compression stress concentrated load construction continuous beam cross section curvature dead load deflection due to bending effective length elastic end connections end span Example eyebar factor of safety fasteners fillet welds Flowchart frame intermediate stiffeners kip-in kip/ft kips lateral support limit live load LRFD moments plane plastic design plate girder problem procedure repeated load resistance rivets section modulus shape shear stress shown in Fig sidesway simple beam Solution specification splice steel beam strength stress due stress range structural steel tabulated tensile stress tension member thickness tion top flange torsion truss vertical weight width/thickness ratio yield point yield stress