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. . r <br /> Beam: M1 <br /> Shape: HSS4X2X4 py in <br /> Material: A36 Gr.36 <br /> Length: 12 it <br /> I Joint: N7 �Z �� <br /> J Joint: N2 <br /> LC 1: D+W <br /> Code Check: 0.351 (bending) _,364 at 6 ft <br /> RepoR Based On 39 Sections <br /> .527 at 1.263 ft <br /> A k Vy k vZ k <br /> -.661 at 12 ft <br /> M= k-ft <br /> T k,ft My k•ft <br /> -1.848 at 6.632 ft <br /> 9.89 at 6.632 ft <br /> � ksi <br /> fa ksi <br /> fc ksi <br /> -9.89 at 6.632 ft <br /> AISC 13th ASD Code Check <br /> Max Bending Check 0.351 Max Shear Check 0.033(y) <br /> Location 6.632 ft Location 12 ft <br /> Equation H1•1b Max Defl Ratio L/395 <br /> Bending Flange Compact Compression Flange Non-Slender <br /> Bending Web Compact Compression Web NonSlender <br /> Fy 36 ksi Y-Y Z-Z <br /> Pnc/om 10.689 k Lb 12 ft 12 ft <br /> Pntlom 52.482 k KL/r 185.028 108.108 <br /> Mny/om 3.206 k-ft Sway No No <br /> Mnz/om 5.267 k-ft L Comp Flange 12 ft <br /> Vnylom 19.862 k <br /> Vn�Jom 7.834 k <br /> Tn/om 3.285 k-ft <br /> Cb 1.143 <br /> � <br />