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LD-7 <br />Column: M1 <br />Shape: HSS4X4X4 <br />Material: A500 Gr.B Rect <br />Length: 8.25 ft <br />I Joint: N1 <br />J Joint: N2 <br />Envelope <br />Code Check: 0.137 (LC 8) <br />Report Based On 97 Sections <br />3.48 at 0 ft <br />A <br />.648 at 8.25 ft <br />k <br />6.491 at 0 ft <br />f(y)Nowwwwo- <br />ksi <br />-6.491 at 0 ft <br />1.033 at 0 ft <br />fa ksi <br />.192 at 8.25 ft <br />.256 at 0 ft <br />Vy k <br />2.11 at 0 ft <br />M------- - - k-ft <br />D •• in <br />-.458 at 8.25 ft <br />AISC 15th(360-16): LRFD Code Check <br />Direct Analysis Method <br />Max Bending Check 0.137 (LC 8) Max Shear Check <br />Location 0 ft Location <br />Equation H1-1b Max Defl Ratio <br />Bending Flange <br />Bending Web <br />Fy <br />46 ksi <br />phi*Pnc <br />104.935 k <br />phi*Pnt <br />139.518 k <br />phi*Mn <br />16.181 k-ft <br />phi*Vn <br />38.211 k <br />Cb <br />1.667 <br />0.007 (LC 8) <br />Oft <br />L/216 <br />Compact Compression Flange Non -Slender <br />Compact Compression Web Non -Slender <br />Out Plane In Plane <br />Lb 8.25 ft 8.25 ft <br />Lc/r 65.073 65.073 <br />L Comp Flange 8.25 ft <br />Taub 1 <br />LD-7 <br />DCG <br />