Laserfiche WebLink
/F, � <br /> Multi-Loaded Beam[2003 International Building Code (01 NDS)]Ver: 6.00 <br /> By: Jeffrey deRoulet ,Architects Northwest on: 12-19-2005 <br /> Project: M4975A3SU-ODB-Location: M17- FJ DIRECTION CHANGE <br /> Summary: <br /> 7.0 IN x 14.0 IN x 13.33 FT /2.OE Parallam -Trus Joist-MacMilian <br /> Section Adequate By� 20 7% Controllinq Factor Moment of Inertia/Depth Required 13.15 In <br /> LOADING DIAGRAM <br /> P <br /> P1 2-3 P4 <br /> � -- � - - --yµ____— _- — -- -- <br /> I — — — .. -- -— --_ - -- <br /> � g <br /> Center Span = 13.33 ft <br /> Reactions <br /> Live Load Dead Load Total Load Uplift Load <br /> A 9011 Lb 4521 Lb 13533 Lb 3014 Lb <br /> B 5440 Lb 2353 Lb 7793 Lb 1569 Lb <br /> Center Span <br /> Uniform Loading <br /> Live Load Dead Load Self Weiqht Total Load <br /> W 500 Plf 125 P►f 31 Plf 656 Pif <br /> Point Loading <br /> Live Load Dead Load Location <br /> P1 762 Lb 548 Lb 1 Ft <br /> P2 2145 Lb 819 Lb 3.3 Ft <br /> P3 4117 Lb 2885 Lb 3.3 Ft <br /> P4 762 Lb 548 Lb 8.5 Ft <br />