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�- Gravitv Beam Design <br /> � RAM Steel ]4.07.01.0 l <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=23 <br /> SPAN INFORMATION(ft): I-End (69.12,57.23) J-End (6912,80.31) <br /> Beam Size(User Selected) = HSS9XSX5/8 Fy = 46A ksi <br /> Total Beam Length(ft) = 23.08 <br /> Mp (kip-ft) = 147.58 <br /> LINE LOADS(k/ft): <br /> Load Dist DL LL Red% Type PartL <br /> 1 0.000 0.025 0.000 --- NonR 0.000 <br /> 23.083 0.025 0.000 0.000 <br /> 2 0.000 0.170 0.000 --- Snow O.OQO <br /> 23.083 0.170 0.000 0.000 <br /> 3 0.000 0.000 0.1 S4 --- Snow 0.000 <br /> 23.083 0.000 0.154 0.000 <br /> 4 0.000 0.000 0.264 --- Snow 0.000 <br /> 23.083 0.000 0.264 0.000 <br /> 5 0.000 0.002 0.000 --- NonR 0.000 <br /> 23.083 0.002 0.000 0.000 <br /> 6 0.000 0.012 0.000 --- Snow 0.000 <br /> 23.083 0.012 0.000 0.000 <br /> 7 0.000 0.000 0.023 --- Snow 0.000 <br /> 23.083 0.000 0.023 0.000 <br /> 8 0.000 0.048 0.000 --- NonR 0.000 <br /> 23.083 0.048 0.000 0.000 <br /> SHEAR(Ultimate): Max Vu (1.2DL+1.6LL)= 11.69 lcips 0.90Vn=209.47 kips <br /> MOMENTS (Ultimate): <br /> Span Cond LoadCombo Mu @ Lb Cb Phi Phi*Mn <br /> kip-ft ft ft kip-ft <br /> Center Max + 1.2DL+].6LL 67.5 11.5 0.0 1.00 0.90 132.82 <br /> Controlling 1,2DL+1.6LL 67.5 11.5 0.0 1.00 0.90 132.82 <br /> REACTIONS (kips): <br /> Left Right <br /> DL reaction 2.96 2.96 <br /> Max+LL reaction 5.08 5.08 <br /> Max+total reaction (factored) 11.69 11.69 <br /> DEFLECTIONS: <br /> Dead load (in) at 11.54 ft = -0.425 L/D = 652 <br /> Live load (in) at I 1.54 ft = -0.730 L/D = 380 <br /> Net Total load(in) at 11.54 ft = -1.155 L/D = 240 <br />