Laserfiche WebLink
• <br /> Multi-Loaded Beam[AISC 9th Ed ASD]Ver: 5.05 <br /> By:Jeff Johnson , DFP PLANNING&DESIGN on:03-20-2002 <br /> Project 202152-Location: STAIRS DINETTE <br /> Summary: <br /> A36 W10x30 x 17.0 FT <br /> Section Adequate By:29.2% Controlling Factor: Moment <br /> SHEAR, MOMENT,AND DEFLECTION DIAGRAMS <br /> Load combination shown:Controlling Shear/Moment/Deflection Diagrams <br /> 10000 3348 lbs @ 0 ft <br /> 5000 <br /> Shear <br /> (lbs) 0 <br /> -5000 - I <br /> -10000 -?a495 lbs @'1T ft=- <br /> 40000- 34784 ft-lbs @ 13 ft— <br /> 20000 <br /> Moment =_- <br /> (ft-1b) 0 <br /> -20000 <br /> -40000 - <br /> -.4 - <br /> -.2 -- <br /> Deflection <br /> (in) 0 <br /> .2- �__ <br /> .4- .291 in@9.4ft <br /> Center Span = 17 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 /> P <br /> 1-2 <br /> w <br /> A • <br /> B <br /> Center Span = 17 ft <br /> Reactions <br /> Live Load Dead Load Total Load Uplift Load <br /> A 459 Lb 2889 Lb 3348 Lb 0 Lb <br /> B 459 Lb 9036 Lb 9495 Lb 0 Lb <br />