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- Gravity Beam Design <br /> � RAM Steel 14.07.01.01 <br /> RAM DataBase: 2015-12-21 Hannaford DD 02/02/16 08:29:03 <br /> Building Code: IBC Steel Code: AISC 360-10 LRFD <br /> Floor Type: 2nd Floor/Low Roof Beam Number= 17 <br /> SPAN INFORMATION (ft): I-End (52.12,-0.58) J-End (52.12,16.33) <br /> Bcain Sizc(Usci•Selected) = HSS8X3X1/4 Fy = 46.0 ksi <br /> Total Beam Length (ft) = 16.92 <br /> Mp (kip-ft) = 44.08 <br /> LINE LOADS (k/ft): <br /> Load Dist DL LL Rcd% Type PartL <br /> 1 0.000 0.002 0.000 --- NonR 0.000 <br /> 16.916 0.002 0.000 0.000 <br /> 2 0.000 O.Ol2 0.000 --- Snow 0.000 <br /> 16.916 0.012 0.000 0.000 <br /> 3 0.000 0.000 0.023 --- Snow 0.000 <br /> 16.91 G 0.000 0.023 0.000 <br /> 4 0.000 0.016 0.000 --- NonR 0.000 <br /> 16.916 0.016 0.000 0.000 <br /> SHEAR(Ultimate): Max Vu (1.2DL+1.6LL)=0.62 kips 0.90Vn=84.51 kips <br /> MOMENTS (Ultimate): <br /> Span Cond LoadCoinbo Mu @ Lb Cb Phi Phi*Mn <br /> kip-ft ft ft ki�-ft <br /> Ceuter Max + 1.2DL+1.6LL 2.6 8.5 16.9 1.14 0.90 39.67 <br /> Controlling 1.2DL+1.6LL 2.6 8.5 16.9 1.14 0.90 39.67 <br /> REACTIONS(kips): <br /> Left Right <br /> DL reaction 0.25 0.25 <br /> Max +LL reaction 0.20 0.20 <br /> Max +total reaction(factored) 0.62 0.62 <br /> DEFLECTIONS: <br /> Dcad load(in) at 8.46 ft = -o.053 L/D = 3801 <br /> Live load(in) at 8.46 ft = -0.042 L/D = 4861 <br /> Net Total load(in) at 8.46 ft = -0.095 L/D = 2133 <br />