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Multi-Loaded Beam[AISC 9th Ed ASD]Ver: 6.00.81 <br /> By: TERRY MIKKELSON . DFP PLANNING&NDESIGN, L�C on: 06-19-2006 <br /> Project: 2Q6231 -Location: MECH <br /> Summary: <br /> A36 W8x40 x 16.0 FT <br /> Section Adequate By: 7.7% Controllinq Factor: Moment <br /> LOADING DIAGRAM <br /> P1 P2 P3 P4 P5 <br /> A B <br /> Center Span = 16 ft <br /> Reactions <br /> Live Load Dead Load Total Load Uplift Load <br /> A 7944 Lb 10393 Lb 18337 Lb 0 Lb <br /> B 7618 Lb 7924 Lb 15542 Lb 0 Lb <br /> Center Saan <br /> Uniform Loading <br /> Live Load Dead Load Self Weiqht Total Load <br /> W 600 Pif 225 Pif 40 Plf 865 Plf <br /> Trapezoidal Loading <br /> Left LL Left DL Riqht LL Riqht DL Load Start Load End <br /> TR1 500 Plf 323 Plf 500 Plf 323 Plf 0 Ft 2.4 Ft <br /> TR2 600 Plf 360 Plf 600 Plf 360 Plf 2.4 Ft 6.4 Ft <br /> TR3 600 Plf 360 Plf 600 Plf 360 Pif 12.1 Ft 16 Ft <br /> Point Loading <br /> live Load Dead Load Location <br /> P1 0 Lb 2144 Lb 0.2 Ft <br /> P2 0 Lb 2305 Lb 2.4 Ft <br /> P3 0 Lb 2681 Lb 6.4 Ft <br /> P4 0 Lb 2681 Lb 12.1 Ft <br /> P5 0 Lb 633 Lb 15.8 Ft <br />