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. C, <br /> Beam: Ml <br /> Shape: W18x40 <br /> Material: A992 Dy NiT in <br /> Length: 21.5 ft <br /> I Joint: N1 Dz -- in <br /> J Joint: N2 <br /> LC 4: conn dl+ll • <br /> Code Check: 0.276 (bending) -.124 at 12.318 ft <br /> Report Based On 97 Sections <br /> 7.923 at 3.135 ft <br /> A _ ___ k Vy i j k Vz — k <br /> -9.193 at 2.911 ft <br /> 26.596 at 2.911 ft ' <br /> T k_ft Mzk-ft My k-ft <br /> -37.996 at 11.646 ft <br /> 6.668 at 11.646 ft <br /> ft ksi <br /> fa ksi AAllkVir <br /> fc ksi <br /> -6.668 at 11.646 ft <br /> AISC 14th(360-10): ASD Code Check <br /> Direct Analysis Method <br /> Max Bending Check 0.276 Max Shear Check 0.082 (y) Max Defl Ratio U2078 <br /> Location 11.646 ft Location 2.911 ft Location 12.318 ft <br /> Equation H1-lb Span <br /> Bending Flange Compact Compression Flange Non-Slender Qs=1 <br /> Bending Web Compact Compression Web Slender Qa=1 <br /> y-y z-z <br /> Fy 50 ksi Lb 21.5 ft 21.5 ft <br /> Pnc/om 43.13 k KL/r 202.789 35.825 <br /> Pnt/om 353.293 k <br /> Mny/om 24.95 k-ft L Comp Flange 11 ft <br /> Mnz/om 137.901 k-ft L-torque 21.5 ft <br /> Vny/om 112.77 k Tau_b 1 <br /> Vnz/om 113.551 k <br /> Cb <br /> ea.9 <br />