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Beam: Ml <br /> Shape: W18x40 S� <br /> Material: A992 Dy ---- _ in <br /> Length: 23 ft <br /> I Joint: N1 Dz in <br /> J Joint: N2 <br /> LC 1: tl <br /> Code Check: 0.901 (bending) x,723 at 11.74 ft <br /> Report Based On 97 Sections <br /> 11.535at0ft <br /> 1 <br /> Vy r k <br /> A __.__ k ( Vz k <br /> -18.588 at 23 ft <br /> Mz k-ft <br /> T k-ft My -- — — k-ft <br /> -124.316 at 11.021 ft <br /> 21.816 at 11.021 ft <br /> ft ksi <br /> fa ksi <br /> fc ksi <br /> -21.816 at 11.021 ft <br /> A/SC 14th(360-90):ASD Code Check <br /> Direct Analysis Method <br /> Max Bending Check 0.901 Max Shear Check 0.165(y) Max Defl Ratio U381 <br /> Location 11.021 ft Location 23 ft Location 11.74 ft <br /> Equation H1-lb Span 1 <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 23ft 23 ft <br /> Pnc/om 37.687 k KL/r 216.937 38.324 <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 23 ft <br /> Vny/om 112.77 k Tau_b 1 <br /> Vnzlom 113.551 k <br /> Cb 1 <br /> 6070 <br />