Laserfiche WebLink
Code Check Summa n, <br />-- RAM Frame 17.03.00.285 Page 9/9 <br />DataBase: mezz250LL 02/09/23 19:23:24 <br />nj$entley, Building Code: IBC Steel Code: AISC360-16 LRFD <br />Beam Pu <br />Mux <br />Muy <br />Vux <br />Vuy <br />LC <br />Interact. <br />Fy <br />�!Q^�J Size <br /># kip <br />kip-ft <br />kip-ft <br />kip <br />kip <br />ksi <br />11 V YI y �/ <br />4 0.00 <br />48.21 <br />0.00 <br />-12.86 <br />-0.00 <br />2 <br />0.12 141-lb <br />50 <br />W18X65 <br />Brace Pu <br />Mux <br />Muy <br />Vux <br />Vuy <br />LC <br />Interact. <br />Fy <br />Size <br /># kip <br />kip-ft <br />kip-ft <br />kip <br />kip <br />ksi <br />36 76.15 <br />0.00 <br />0.00 <br />-0.00 <br />-0.00 <br />37 <br />0.25 Axial <br />36 <br />HSS8X8X1/2 <br />37 73.74 <br />0.00 <br />0.00 <br />-0.00 <br />0.00 <br />22 <br />0.24 Axial <br />36 <br />HSS8X8X1/2 <br />Frame #7: <br />Level: First <br />Col. Pu <br />Mux <br />Muy <br />Vux <br />Vuy <br />LC <br />Interact. <br />Fy <br />Size <br /># kip <br />kip-ft <br />kip-ft <br />kip <br />kip <br />ksi <br />17 118.48 <br />0.08 <br />-0.01 <br />-0.04 <br />-0.15 <br />2 <br />0.25 H1-la <br />50 <br />HSS8X8X1/2 <br />Beam Pu <br />Mux <br />Muy <br />Vux <br />Vuy <br />LC <br />Interact. <br />Fy <br />Size <br /># kip <br />kip-ft <br />kip-ft <br />kip <br />kip <br />ksi <br />21 0.00 <br />74.49 <br />0.00 <br />-19.86 <br />-0.00 <br />2 <br />0.18 H1-lb <br />50 <br />W18X65 <br />Brace Pu <br />Mux <br />Muy <br />Vux <br />Vuy <br />LC <br />Interact. <br />Fy <br />Size <br /># kip <br />kip-ft <br />kip-ft <br />kip <br />kip <br />ksi <br />38 83.20 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />27 <br />0.27 Axial <br />36 <br />HSS8X8X1/2 <br />39 89.94 <br />0.00 <br />0.00 <br />0.00 <br />-0.00 <br />30 <br />0.30 Axial <br />36 <br />HSS8X8X1/2 <br />Frame #8: <br />Level: First <br />Col. Pu <br />Mux <br />Muy <br />Vux <br />Vuy <br />LC <br />Interact. <br />Fy <br />Size <br /># kip <br />kip-ft <br />kip-ft <br />kip <br />kip <br />ksi <br />19 118.78 <br />0.08 <br />-0.01 <br />-0.02 <br />-0.15 <br />2 <br />0.25 H1-1a <br />50 <br />HSS8X8X1/2 <br />Beam Pu <br />Mux <br />Muy <br />Vux <br />Vuy <br />LC <br />Interact. <br />Fy <br />Size <br /># kip <br />kip-ft <br />kip-ft <br />kip <br />kip <br />ksi <br />24 0.00 <br />74.49 <br />0.00 <br />-19.86 <br />-0.00 <br />2 <br />0.18 141-lb <br />50 <br />W18X65 <br />Brace Pu <br />Mux <br />Muy <br />Vux <br />Vuy <br />LC <br />Interact. <br />Fy <br />Size <br /># kip <br />kip-ft <br />kip-ft <br />kip <br />kip <br />ksi <br />28 89.76 <br />0.00 <br />0.00 <br />-0.00 <br />-0.00 <br />27 <br />0.26 Axial <br />46 <br />HSS8X8Xl/2 <br />29 83.26 <br />0.00 <br />0.00 <br />-0.00 <br />0.00 <br />12 <br />0.24 Axial <br />46 <br />HSS8X8X1/2 <br />