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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: DINETTE <br /> Summary: <br /> A992-50 W10x26 x 16.0 FT <br /> Section Adequate By: 0.9% Controlling Factor. Moment <br /> SHEAR, MOMENT,AND DEFLECTION DIAGRAMS <br /> Load combination shown: Controlling Shear/Moment/Deflection Diagrams <br /> 20000-^s 17627 lbs @ 0 ft <br /> 10000- 1 <br /> Shear <br /> (lbs) 0 <br /> -10000 - <br /> -20000 - -19545 lbs @ 16 — <br /> 40000- 35379 ft-lbs @ 10 ft 11 <br /> 20000- <br /> Moment <br /> (ft-Ib) 0 <br /> -20000 <br /> -40000 - <br /> -0.5 - <br /> -0.25 - <br /> Deflection <br /> (in) 0 <br /> 0.25- <br /> 0.5- 0.405 in @ 8.3 ft <br /> Center Span = 16 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 />