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Multi-Loaded Beam[AISC 9th Ed ASD )Ver: 6.00.5 <br /> By: dfp planning design , dfp planning design on: 01-21-2004 <br /> Project: 203608-Location: GAR <br /> Summary: <br /> A992-50 W10x49 x 22.0 FT <br /> Section Adequate By: 4.0% Controlling Factor. Moment of Inertia <br /> SHEAR, MOMENT,AND DEFLECTION DIAGRAMS <br /> Load combination shown: Controlling Shear/Moment/Deflection Diagrams <br /> 20000 18331 lbs @ 0 ft <br /> 10000- <br /> Shear <br /> (lbs) 0 <br /> -10000 <br /> -20000 - -18331 lbs @ 22 ft <br /> 90000 - 87117 ft lbs @ 11 ft <br /> 45000- <br /> Moment <br /> (ft-Ib) 0 <br /> -45000 <br /> -90000 - <br /> -2 - <br /> -1 - <br /> Deflection <br /> (in) 0 <br /> 1 <br /> 2_ r'- 1.057in@11ft <br /> Center Span =22 ft <br /> Controlling 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 />