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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 /> LOADING DIAGRAM <br /> P1 P2 <br /> TR2 TR4 <br /> TR1 i I + -- --- TR3 -- <br /> — 411 <br /> A <br /> I Center Span =22 ft <br /> Reactions <br /> Live Load Dead Load Total Load Uplift Load <br /> A 4800 Lb 13531 Lb 18331 Lb 0 Lb <br /> B 4800 Lb 13531 Lb 18331 Lb 0 Lb <br /> Center Span <br /> Uniform Loading <br /> Live Load Dead Load Self Weight Total Load <br /> W 0 Plf 0 Plf 49 Plf 49 Plf <br /> Trapezoidal Loading <br /> Left LL Left DL Right LL Right DL Load Start Load End <br /> TR1 520 PIf 195 Plf 520 Plf 195 Plf 0 Ft 6 Ft <br /> TR2 280 Plf 105 Plf 280 PIf 105 Plf 0 Ft 6 Ft <br /> TR3 520 PIf 195 PIf 520 PIf 195 PIf 16 Ft 22 Ft <br /> TR4 280 PIf 105 PIf 280 Plf 105 Plf 16 Ft 22 Ft <br /> Point Loading <br /> Live Load Dead Load Location - <br /> P1 OLb 11192 Lb 5.8 Ft <br /> P2 0 Lb 11192 Lb 16.2 Ft <br />