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� Multi-Loaded Beam[AISC 9th Ed ASD J Ver: 6.00.81 <br /> , By: TERRY MIKKELSON , DFP PLANNING&NDESfGN, LLC on: 06-19-2006 <br /> Project: 206231 -Location: BSMT BATH/STAIR <br /> Summary: <br /> A36 W 10x15 x 5.0 FT <br /> - Section Adequate By: 6.8% Controlling Factor: Shear <br /> SHEAR, MOMENT,AND DEFLECTION DIAGRAMS <br /> Load combination shown: Controllin Shear/MomenUDeflection Dia rams <br /> •40000 30967 Ibs Q 0 ft <br /> 20000 <br /> Shear <br /> (Ibs) 0 <br /> -20000 <br /> -40000 -9023 Ibs @ 5 ft <br /> 20000 � 9 ft-Ibs @ 2 ft <br /> � <br /> � <br /> 10000 i <br /> Moment ' <br /> (ft-Ib) 0 � <br /> -10000 � <br /> � <br /> i <br /> -20000 i <br /> -0.05 i <br /> � <br /> � <br /> -0.025 i <br /> Deflection ' <br /> (in) 0 � <br /> i <br /> 0.025 i <br /> i <br /> 0.05 r� 0.041 in @ 2.3 ft <br /> Center Span =5 ft <br /> Controllinq Load Cases: <br /> Shear: Critical shear created by combining all dead loads and live loads on span(s)2 <br /> Moment: Critical moment created by combining all dead loads and live loads on span(s)2 <br /> Deflection: Critical deflection created by combining all dead loads and live loads on span(s)2 <br />