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414 4-eve-'2- east sJt <br /> Column: M1 , <br /> Shape: HSS10x4x6 Dz in <br /> Material: A500 Gr.B Rect <br /> Length: 12.5 ft <br /> I Joint: N1 Dy in <br /> J Joint: N2 <br /> LC 1: Total Load <br /> Code Check: 0.200 (bending) <br /> Report Based On 97 Sections -.257 at 6.51 ft <br /> .924 at 0 ft <br /> ( <br /> A — k Vy k Vz I ' k <br /> -1.176 at 7.031 ft <br /> 6.431 at 7.031 ft <br /> T k-ft Mz k-ft <br /> My k-ft <br /> 6.352 at 7.031 ft <br /> ft � ksi <br /> fa ksi ALL <br /> fc ksi <br /> -6.352 at 7.031 ft <br /> A1SC 14th(360-10): ASD Code Check <br /> Direct Analysis Method <br /> Max Bending Check 0.200 Max Shear Check 0.035(z) <br /> Location 7.031 ft Location 7.031 ft <br /> Equation H1-lb Max Defl Ratio L/583 <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 12.5 ft 12.5 ft <br /> Pnc/om 141.317 k KL/r 91.135 44.053 <br /> Pnt/om 247.078 k <br /> Mny/om 32.136 k-ft L Comp Flange 12.5 ft <br /> Mnz/om 61.976 k-ft L-torque 12.5 ft <br /> Vny/om 103.28 k Taub 1 <br /> Vnz/om 34.065 k <br /> Tn/om 33.647 k-ft - <br /> Cb 1 <br /> 5."57s <br />