Laserfiche WebLink
444 4.evEZ, wE&T s Di_ <br /> Column: M7 F I <br /> Shape: HSS10x3x6 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: 0.151 (bending) <br /> Report Based On 97 Sections 264 at 6.51 ft <br /> .484 at 0 ft <br /> I " <br /> I <br /> A k Vy k Vz ! -- k <br /> -.616 at 7.031 ft <br /> 3.369 at 7.031 ft <br /> T k-ft Mz k-ft <br /> My k-ft <br /> 4.89 at 7.031 ft <br /> ftksi <br /> fa ksi <br /> fc ksi <br /> -4.89 at 7.031 ft <br /> � I <br /> A/SC 94th(360-10): ASD Code Check <br /> Direct Analysis Method <br /> Max Bending Check 0.151 Max Shear Check 0.027(z) <br /> Location 7.031 ft Location 7.031 ft <br /> Equation H1-lb Max Defl Ratio L/568 <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 82.836 k KL/r 122.499 45.984 <br /> Pnt/om 227.796 k <br /> Mny/om 22.334 k-ft L Comp Flange 12.5 ft <br /> Mnz/om 54.401 k-ft L-torque 12.5 ft <br /> Vny/om 103.28 k Taub 1 <br /> Vnz/om 22.529 k <br /> Tn/om 24.369 k-ft <br /> Cb 1 <br />