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Multi-Loaded Beam[AISC 9th Ed ASD Ver:5.04 <br /> By:Jeff Johnson, DFP PLANNING&DESIGN on:08-07-2001 <br /> Project 201379-Location: GAR DR <br /> Summary: <br /> A36 W 12x45 x 19.0 FT <br /> Section Adequate By:6.4% Controlling Factor: Moment <br /> SHEAR, MOMENT,AND DEFLECTION DIAGRAMS <br /> Load combination shown:Controlling Shear/Moment/Deflection Diagrams <br /> 20000 IN-- 17409 lbs @ 0 ft <br /> . <br /> 10000- <br /> Shear <br /> (lbs) 0 <br /> -10000 <br /> -20000 - -18672 lbs @ 19 ft <br /> 100000 ' 91828 ft-lbs @ 9 ft <br /> 50000 <br /> Moment --_- <br /> (ft-lb) 0 ----- <br /> -50000-50000 <br /> -100000 <br /> -.7 <br /> -.35 <br /> Deflection <br /> (in) 0 – <br /> .35 <br /> .7 -1— .569 in @ 9.5 ft <br /> Center Span = 19 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 /> LOADING DIAGRAM <br /> P1 P2 <br /> I Ir <br /> i 1 . , , <br /> i <br /> TR1 TR2 TR3 <br /> A B <br /> r Center Span = 19 ft <br /> Reactions <br /> Ego CO :\ Vi' .► <br />