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� Multi-Loaded Beam[AISC 9th Ed ASD J Ver: 6.00.81 <br /> , By: TERRY MIKKELSON. DFP PLANNING&NDESIGN. LLC on: Q6-19-2006 <br /> Project: MECH-Location: 206231 <br /> Summary: <br /> A36 W12x35 x 22.84 FT{7.7+ 15.2) <br /> � Section Adequate By: 13.3% Controlling Factor: Moment <br /> LOADING DIAGRAM <br /> P <br /> 1-2 P3 P4 P5 <br /> P1 <br /> a B c <br /> Left Span =7.67 ft Center span = 15.17 ft <br /> Reactions <br /> Live Load Dead Load Total Load Uniift Load <br /> A 0 Lb -2388 Lb -2388 Lb -4291 Lb <br /> B 7508 Lb 33381 Lb 40890 Lb 0 Lb <br /> C 5906 Lb 15273 Lb 21179 Lb 0 Lb <br /> Left Saan <br /> Uniform Loading <br /> Live Load Dead Load Self WeiQht Total Load <br /> W 0 Plf 240 Plf 35 Plf 275 Plf <br /> Point Loading <br /> Live Load Dead Load Location <br /> P1 0 Lb 3135 Lb 1.5 Ft <br /> Center saan <br /> Uniform Loading <br /> Live Load Dead Load Self Weiqht Total Load <br /> W 140 Ptf 53 Plf 35 Plf 228 Plf <br /> Trapezoidal Loading <br /> Left LL Left DL RiQht LL Right DL Load Start Load End <br /> TR1 140 Plf 188 Plf 140 Plf 188 Plf 2.2 Ft 15.2 Ft <br /> TR2 720 Plf 390 Plf 720 Plf 390 Plf 1.8 Ft 3.2 Ft <br /> TR3 720 Plf 390 Plf 720 Plf 390 Plf 6 Ft 152 Ft <br /> Point Loading <br /> Live Load Dead Load Location <br /> P1 0 Lb 13340 Lb 1.8 Ft <br /> P2 0 Lb 3319 Lb 2.2 Ft <br /> P3 0 Lb 5210 Lb 5.8 Ft <br /> P4 0 Lb 2697 Lb 9.1 Ft <br /> P5 0 Lb 8578 Lb 14.2 Ft <br />