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" Multi-Loaded Beam(AISC 9th Ed ASD 1 Ver: 6.00.81 <br /> By: TERRY MIKKELSON , DFP PLANNING&NDESIGN, LLC on: 06-19-2006: 11:08:38 AM <br /> Project: MECH- Location: 206231 <br /> - ' Summarv: <br /> A36 W 12x35 x 22.84 FT(7.7+ 15.2) <br /> Section Adepuate By: 13.3% Controlling Factor: Moment <br /> Left Span Deflections: <br /> " Dead Load: DLD-Left= -0.03 IN <br /> Live Load: LLD-Left= -0.01 IN= U7989 <br /> Total Load: TLD-Left= -0.04 IN = U2192 <br /> Center span Deflections: <br /> " Dead Load: DLD-Center= 0.17 fN <br /> Live Load: LLD-Center= 0.07 IN=U2510 <br /> Total Load: TLD-Center= 0.24 IN= L/750 <br /> Left End Reactions(Support A): <br /> Live Load: LL-Rxn-A= 0 LB <br /> Dead Load: DL-Rxn-A= -2388 LB <br /> Total Load: TL-Rxn-A= -2388 LB <br /> Desiqn For Ualift Loads(Includes Ualift Factor of Safetv) Rxn-A-min= �291 LB <br /> Bearinq Lenqth Required(Beam only, support capacity not checked): BL-A= 0.00 IN <br /> Center span Left End Reactions(Support B): <br /> Live Load: LL-Rxn-B= 7508 LB <br /> Dead Load: DL-Rxn-B= 33381 LB <br /> Total Load: TL-Rxn-B= 40890 LB <br /> Bearinq Lenqth Required(Beam only, support capacity not checked): BL-B= 1.64 IN <br /> Center span Riqht End Reactions(Support C): <br /> Live Load: LL-Rxn-C= 5906 LB <br /> Dead Load: DL-Rxn-C= 15273 LB <br /> Total Load: TL-Rxn-C= 21179 LB <br /> Bearinq Lenqth Required(Beam only, support capacity not checked): BL-C= 0.92 IN <br /> Dead �oad Uplift F.S.: FS= 1.5 <br /> Beam Data: <br /> Left Span Lenqth: L1= 7.67 FT <br /> Left Span Unbraced Lenqth-Top of Beam: Lu1-Top= 7.67 FT <br /> Left Span Unbraced Length-Bottom of Beam: Lu1-6ottom= 7.67 FT <br /> Center span Lenqth: L2= 15.17 FT <br /> Center span Unbraced Lenqth-Top of Beam: Lu2-Top= 15.97 FT <br /> Center span Unbraced Length-Bottom of Beam: Lu2-Bottom= 15.17 FT <br /> Live Load Deflect. Criteria: L/ 360 <br /> Total Load Deflect. Criteria: U 240 <br /> Left Span Loading: <br /> Uniform Load: <br /> Live Load: wL-1= 0 PLF <br /> Dead Load: wD-1= 240 PLF <br /> Beam Self Weight: BSW= 35 PLF <br /> Total Load: wT-1= 275 PLF <br /> Point Load 1 <br /> Live Load: PL1-1= 0 LB <br /> Dead Load: PD1-1= 3135 LB <br /> Location tFrom left end of span): X1-1= 1.5 FT <br /> Center span Loading: <br /> Uniform Load: <br /> Live Load: wL-2= 140 PLF <br /> Dead Load: wD-2= 53 PLF <br /> Beam Self Weight: BSW= 35 PLF <br /> Total Load: wT-2= 228 PLF <br /> Point Load 1 <br /> Live�oad: PL1-2= 0 LB <br /> Dead Load: PD1-2= 13340 LB <br /> Location(From left end of span): X1-2= 1.75 FT <br /> Point Load 2 <br /> Live Load: PL2-2= 0 LB <br /> Dead Load: PD2-2= 3319 LB <br /> Location(From left end of span): X2-2= 2.17 FT <br /> Point Load 3 <br /> Live Load: PL3-2= 0 LB <br /> Dead Load: PD3-2= 5210 LB <br /> Location (From left end of span): X3-2= 5.83 FT <br /> Point Load 4 <br /> Live Load: PL4-2= 0 LB <br /> Dead Load: PD4-2= 2697 LB <br /> Location (From teft end of span): X42= 9.08 FT <br /> Point Load 5 <br /> Live Load: PL5-2= 0 LB <br /> Dead Load: PD5-2= 8578 L6 <br /> Location(From left end of span): X5-2= 14.17 FT <br />