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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=22 <br /> SPAN INFORMATION (ft): I-End (69.12,34.63) J-End (69.12,51.73) <br /> Beam Size (User Selcctcd) = HSS9XSX1/4 Fy = 46.0 ksi <br /> Total Beam Length(ft) = 17.10 <br /> Mp(kip-ft) = 69.38 <br /> LINE LOADS (k/ft): <br /> Load Dist DL LL Rcd% Type PartL <br /> 1 0.040 0.025 0.000 --- NonR 0.000 <br /> 17.104 0.025 0.000 0.000 <br /> 2 0.000 0.170 0.000 --- Snow 0.000 <br /> 17.104 0.170 0.000 0.000 <br /> 3 0.000 0.000 0.154 --- Snow 0.000 <br /> 17.104 0.000 0.154 0.000 <br /> 4 0.000 0.000 0.264 --- Snow 0.000 <br /> 17.104 0.000 0.264 0.000 <br /> 5 0.000 0.002 0.000 --- NonR 0.000 <br /> 17.104 0.002 0.000 0.000 <br /> 6 0.000 0.012 0.000 --- Snow 0.000 <br /> 17.104 0.012 0.000 0.000 <br /> 7 0.000 0.000 0.023 --- Snow 0.000 <br /> 17.104 0.000 0.023 0.000 <br /> 8 0.000 0.021 0.000 --- NonR 0.000 <br /> 17.104 0.021 0.000 0.000 <br /> SHEAR(Ultimate): Max Vu (1.2DL+1.6LL)=8.39 kips 0.90Vn =96.09 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+l.6LL 35.9 8.6 0.0 1.00 0.90 62.45 <br /> Controlling 12DL+1.6LL 35.9 8.6 0.0 1.00 0.90 62.45 <br /> REACTIONS (kips): <br /> Left Right <br /> DL reaction 1.97 1.97 <br /> Max +LL reaction 3.77 3.77 <br /> Max+total reaction (factoi•ed) 8.39 8.39 <br /> DEFLECTIONS: <br /> Dead load (in) at 8.55 ft = -0.231 L./D = 889 <br /> Live load(in) at 8.55 ft = -0.443 L/D = 464 <br /> Net Total load(in) at 8.55 ft = -0.674 L/D = 305 <br />