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,, Member Code Check <br />RAM Frame �Ci � � ���V''►� V <br />DataBase: mezz250LL ��t 02/09/23 19:23:24 <br />n1$enttey Building Code: IBC �i� Steel Code: AISC360-16 LRFD <br />COLUMN INFORMATION: <br />Story Level = First Frame Number = 1 Column Number = 32 <br />Fy (ksi) = 50.00 <br />Column Size = HSS8X8X1/2 <br />INPUT DESIGN PARAMETERS: <br />X-Axis Y-Axis <br />Lu for Axial (ft) _.. __ __ 15.00 15.00 <br />Lu for Bending (ft) 15.00 15.00 <br />K _______^_- 1.00 1.00 <br />CONTROLLING COLUMN FORCES - SHEAR <br />Load Combination: 1.240 D + 0.500 Lp + 1.300 E35 <br />Shear Top Vux (kip) __ _ _ -0.04 <br />Vuy (kip) 0.14 <br />Shear Bot. Vux (kip) _ _ __ _ __ ________ _ _ _ ___ _ -0.04 <br />Vuy (kip) 0.14 <br />SHEAR CHECK: <br />Vux (kip) _ -0.04 0.90Vnx (kip) = 165.85 Vux/0.90Vnx = 0.000 <br />Vuy (kip) = 0.14 0.90Vny (kip) = 165.85 Vuy/0.90Vny = 0.001 <br />CONTROLLING COLUMN FORCES - AXIAL <br />Load Combination: 1.200 D + 1.600 Lp <br />AXIAL CHECK: <br />Pu (kip) = 68.27 0.90Pnx (kip) = 470.36 Pu/0.90Pnx = 0.145 <br />0.90Pny (kip) = 470.36 Pu/0.90Pny = 0.145 <br />0.901?n (kip) = 470.36 Pu/0.901?n = 0.145 <br />CONTROLLING COLUMN FORCES - FLEXURE <br />Load Combination: 1.240 D + 0.500 Lp -1.300 E24 <br />Axial Load (kip) ___ __ ____ __ _ _ _ __ ___ _ _ __ _ 63.15 <br />Moment Top Mux (kip-ft) _ 0.00 <br />Muy (kip-ft) ____-- _ _ -- _ _-- _-- -- -0.00 <br />Moment Bot. Mux (kip-ft) . _ - ___ 1.84 <br />Muy (kip-ft) __ _ __ _ _ . 0.54 <br />CALCULATED PARAMETERS: <br />Pu (kip) = 63.15 0.901?n (kip) = 470.36 <br />Mux (kip-ft) = 1.84 0.90Mnx (kip-ft) = 140.63 <br />Muy(kip-ft) = 0.54 0.90Mny (kip-ft) = 140.63 <br />KL/Rx = 59.15 KL/Ry = 59.15 <br />Cbx = 1.67 <br />INTERACTION EQUATION: <br />Pu/0.90*Pn=0.134 <br />Eq H1-1b: 0.067 + 0.013 + 0.004 = 0.084 <br />