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" Lczrci.- Elam SIDE <br /> Column: ryJl <br /> -- - , <br /> Shape: HSS10x4x6 <br /> Material: A500 Gr.B Rect Dz — in <br /> Length: 12 ft <br /> I Joint: N1 Dy in <br /> J Joint: N2 <br /> LC 1: Total Load <br /> Code Check' 0.184 (bending) 213 at 5.625 ft <br /> Report Based On 97 Sections <br /> 1.313 at Oft <br /> A k Vy k f <br /> Vz --� k <br /> -.788 at 4.5 ft <br /> 5 906 at 4.5 ft <br /> T k-ft Mz — k-ft <br /> My k-ft <br /> 5.833 at 4.5 ft <br /> ft ksi <br /> fa _ ksi <br /> fc ksi <br /> -5.833 at 4.5 ft <br /> AISC l4th(360-90):ASD Code Check <br /> Direct Analysis Method <br /> Max Bending Check 0.184 Max Shear Check 0.039 (z) <br /> Location 4.5 ft Location 0 ft <br /> Equation H1-1b Max Defl Ratio L1675 <br /> Bending Flange Compact Compression Flange Non-Slender <br /> Bending Web Compact Compression Web Non-Slender <br /> y-y z-z <br /> Fy 46 ksi Lb 12 ft 12 ft <br /> Pnc/om 147.645 k KL/r 87.489 42.29 <br /> Pnt/om 247.078 k <br /> Mny/om 32.136 k-ft L Comp Flange 12 ft <br /> Mnz/om 61.976 k-ft L-torque 12 ft <br /> Vny/om 103.28 k Tau_b 1 <br /> Vnz/om 34.065 k <br /> Tn/om 33.647 k-ft <br /> Cb 1 <br />