Laserfiche WebLink
Code Check Summary 1 SC <br />.�- RAM Frame 17.03.00.285 Page 7/9 <br />DataBase: mezz250LL 02/09/23 19:23.24 <br />nj$entley Building Code: IBC Steel Code: AISC360-16 LRFD <br />217 * 0.860 D - 1.300 E35 <br />218 * 0.860 D - 1.300 E36 <br />* = Load combination currently selected to use <br />Frame #1: <br />Level: First <br />Col. Pu Mux Muy Vux Vuy LC Interact. Fy Size <br /># kip kip-ft kip-ft kip kip ksi <br />31 56.05 0.00 0.00 -0.04 0.14 22 0.12 Axial 50 HSS8X8X1/2 <br />32 68.27 0.00 0.00 -0.04 0.14 2 0.15 Axial 50 HSS8X8X1/2 <br />Beam Pu Mux Muy Vux Vuy LC Interact. Fy Size <br /># kip kip-ft kip-ft kip kip ksi <br />31 0.00 203.63 0.00 -31.91 0.00 2 0.41 H1-lb 50 W18X65 <br />Brace Pu Mux Muy Vux Vuy LC Interact. Fy Size <br /># kip kip-ft kip-ft kip kip ksi <br />32 67.32 0.00 0.00 0.00 -0.00 32 0.23 Axial 46 HSS8X8X1/2 <br />33 65.65 0.00 0.00 0.00 0.00 26 0.23 Axial 46 HSS8X8X1/2 <br />Frame #2: <br />Level: First <br />Col. Pu Mux Muy Vux Vuy LC Interact. Fy Size <br /># kip kip-ft kip-ft kip kip ksi <br />34 61.63 0.00 0.00 -0.04 -0.14 2 0.13 Axial 50 HSS8X8X1/2 <br />35 49.09 -15.28 0.00 1.65 -0.00 2 0.16 H1-lb 50 HSS8X8X1/2 <br />Beam Pu Mux Muy Vux Vuy LC Interact. Fy Size <br /># kip kip-ft kip-ft kip kip ksi <br />34 0.00 147.95 0.00 -37.29 0.00 2 0.30 H1-lb 50 W18X65 <br />Brace Pu Mux Muy Vux Vuy LC Interact. Fy Size <br /># kip kip-ft kip-ft kip kip ksi <br />40 66.38 0.00 0.00 -0.00 -0.00 23 0.25 Axial 36 HSS8X8X1/2 <br />41 70.22 0.00 0.00 -0.00 0.00 26 0.27 Axial 36 HSS8X8X1/2 <br />Frame #3: <br />Level: First <br />Col. Pu Mux Muy Vux Vuy LC Interact. Fy Size <br /># kip kip-ft kip-ft kip kip ksi <br />4 56.05 0.00 0.00 -0.03 0.14 37 0.12 Axial 50 HSS8X8X1/2 <br />8 68.52 0.00 0.00 -0.03 0.14 2 0.15 Axial 50 HSS8X8X1/2 <br />