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Multi-Loaded Beam[AISC 9th Ed ASD�Ver: 6.00.81 <br /> _ � By: TERRY MIKKE�SON , DFP PLANNING&NDESIGN, LLC on: 06-19-2006 <br /> Project: MECH-Location: 206231 <br /> Summary: <br /> A36 W 12x35 x 22.84 FT(7.7+ 15.2) <br /> Section Adequate By: 13.3% Controlling Factor: Moment <br /> SHEAR, MOMENT,AND DEFLECTION DIAGRAMS <br /> Load combination shown: Controllin Shear/MomenUDeflection Dia rams <br /> - 40000 31354 Ibs @ 8 ft <br /> 20000 <br /> Shear <br /> (Ibs) 0 <br /> -20000 <br /> -40000 -211791bs� 23 ft <br /> 70000 54376 ft-Ibs @ 17 ft �'i <br /> � <br /> 35Q00 ' <br /> i <br /> Moment ' <br /> (ft-Ib) 0 � <br /> � <br /> -35p00 � <br /> � <br /> � <br /> -70000 -60345 ft-Ibs @ 8 ft i <br /> -0.3 i�-OA42 in 4.5 ft i <br /> i � <br /> i i <br /> -0.15 ' ' <br /> � , <br /> Deflection ' ' <br /> i <br /> (��1 � � � <br /> � � <br /> � � <br /> Q.15 � � <br /> � � <br /> i � <br /> 0.3 � 0.243in@ 15.9ft� <br /> Left Span =7.67 ft Ce�ter span = 15.17 ft <br /> Controflina Load Cases: <br /> Shear: Critical shear created by combining all dead loads and live loads on span(s) 1, 2 <br /> Moment: Critical moment created by combining all dead loads and live loads on span(s) 1, 2 <br /> Deflection: Critical deflection created by combining all dead loads and live loads on span(s) 1, 2 <br />