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I$enttey- <br />Fo/'mmf j i Member Code Check <br />RAM Frame 17.03.00.285 v613F <br />DataBase: mezz250LL �we LS <br />Building Code: IBC <br />4%5e <br />N� v 02/09/23 19:23:24 <br />Steel Code: AISC360-16 LRFD <br />BRACE INFORMATION: <br />Story Level = First Frame Number = 1 Brace Number = 33 <br />Fy (ksi) = 46.00 <br />Brace Size = HSS8X8X1/2 <br />INPUT DESIGN PARAMETERS: <br />X-Axis Y-Axis <br />Lu for Axial (ft) <br />25.00 1 25.00 <br />Lu for Bending (ft) - _ ____ _ ,_ _ ____ ____ <br />25.00 25.00 <br />K <br />1.00 1.00 <br />CONTROLLING BRACE FORCES - SHEAR <br />Load Combination: 1.400 D <br />Shear Top Vux (kip) <br />0.00 <br />Vuy (kip) <br />0.00 <br />Shear Bot. Vux (kip) ____ _ <br />0.00 <br />Vuy (kip) _ <br />0.00 <br />SHEAR CHECK: <br />Vux (kip) = 0.00 0.90Vnx (kip) = <br />152.58 <br />Vux/0.90Vnx = <br />0.000 <br />Vuy (kip) = 0.00 0.90Vny (kip) = <br />152.58 <br />Vuy/0.90Vny = <br />0.000 <br />CONTROLLING BRACE FORCES - AXIAL <br />Load Combination: 1.240 D + 0.500 Lp + 1.300 E24 <br />AXIAL CHECK: <br />Pu (kip) = 65.65 0.90Pnx (kip) = <br />290.65 <br />Pu/0.90Pnx = <br />0.226 <br />0.90Pny (kip) = <br />290.65 <br />Pu/0.90Pny = <br />0.226 <br />0.90Pn (kip) = <br />290.65 <br />Pu/0.90Pn = <br />0.226 <br />CONTROLLING BRACE FORCES - FLEXURE <br />Load Combination: 1.240 D + 0.500 Lp + 1.300 E24 <br />Axial Load (kip) _ <br />65.65 <br />Moment Top Mux (kip-ft) __ ____ _ _ __ <br />0.00 <br />Muy (kip-ft) <br />0.00 <br />Moment Bot. Mux (kip-ft) <br />0.00 <br />Muy (kip-ft) _ <br />0.00 <br />CALCULATED PARAMETERS: <br />Pu (kip) = 65.65 0.90Pn (kip) <br />= <br />290.65 <br />Mux (kip-ft) = 0.00 0.90Mnx (kip-ft) <br />= <br />129.38 <br />Muy(kip-ft) = 0.00 0.90Mny (kip-ft) <br />= <br />129.38 <br />KL/Rx = 98.59 KL/Ry <br />= <br />98.59 <br />Cbx = 1.00 <br />INTERACTION EQUATION: <br />Pu/0.90*Pn=0.226 <br />Pr/Pc = 0.226 , <br />