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Multi-Loaded Beam(AISC 9th Ed ASD 1 Ver: 6.00.5 <br /> By: dfp planning design , dfp planning design on: 01-21-2004 : 2:56:15 PM <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 /> Center Span Deflections: <br /> Dead Load: DLD-Center= 0.88 IN <br /> Live Load: LLD-Center— 0.18 IN =U1456 <br /> Total Load: TLD-Center— 1.06 IN=L/250 <br /> Center Span Left End Reactions(Support A): <br /> Live Load: LL-Rxn-A= 4800 LB <br /> Dead Load: DL-Rxn-A= 13531 LB <br /> Total Load: TL-Rxn-A= 18331 LB <br /> Bearing Length Required(Beam only, support capacity not checked): BL-A= 1.06 IN <br /> Center Span Right End Reactions(Support B): <br /> Live Load: LL-Rxn-B= 4800 LB <br /> Dead Load: DL-Rxn-B= 13531 LB <br /> Total Load: TL-Rxn-B= 18331 LB <br /> Bearing Length Required (Beam only, support capacity not checked): BL-B= 1.06 IN <br /> Beam Data: <br /> Center Span Length: L2= 22.0 FT <br /> Center Span Unbraced Length-Top of Beam: Lug-Top= 22.0 FT <br /> Center Span Unbraced Length-Bottom of Beam: Lu2-Bottom= 22.0 FT <br /> Live Load Deflect. Criteria: L/ 360 <br /> Total Load Deflect. Criteria: U 240 <br /> Center Span Loading: <br /> Uniform Load: <br /> Live Load: wL-2= 0 PLF <br /> Dead Load: wD-2= 0 PLF <br /> Beam Self Weight: BSW= 49 PLF <br /> Total Load: wT-2= 49 PLF <br /> Point Load 1 <br /> Live Load: PL1-2= 0 LB <br /> Dead Load: PD1-2= 11192 LB <br /> Location (From left end of span): X1-2= 5.75 FT <br /> Point Load 2 <br /> Live Load: PL2-2= 0 LB <br /> Dead Load: PD2-2= 11192 LB <br /> Location (From left end of span): X2-2= 16.25 FT <br /> Trapezoidal Load 1 <br /> Left Live Load: TRL-Left-1-2= 520 PLF <br /> Left Dead Load: TRD-Left-1-2= 195 PLF <br /> Right Live Load: TRL-Right-1-2= 520 PLF <br /> Right Dead Load: TRD-Right-1-2= 195 PLF <br /> Load Start: A-1-2= 0.0 FT <br /> Load End: B-1-2= 6.0 FT <br /> Load Length: C-1-2= 6.0 FT <br /> Trapezoidal Load 2 <br /> Left Live Load: TRL-Left-2-2= 280 PLF <br /> Left Dead Load: TRD-Left-2-2= 105 PLF <br /> Right Live Load: TRL-Right-2-2= 280 PLF <br /> Right Dead Load: TRD-Right-2-2= 105 PLF <br /> Load Start: A-2-2= 0.0 FT <br /> Load End: B-2-2= 6.0 FT <br /> Load Length: C-2-2= 6.0 FT <br /> Trapezoidal Load 3 <br /> Left Live Load: TRL-Left-3-2= 520 PLF <br /> Left Dead Load: TRD-Left-3-2= 195 PLF <br /> Right Live Load: TRL-Right-3-2= 520 PLF <br /> Right Dead Load: TRD-Right-3-2= 195 PLF <br /> Load Start: A-3-2= 16.0 FT <br /> Load End: B-3-2= 22.0 FT <br /> Load Length: C-3-2= 6.0 FT <br /> Trapezoidal Load 4 <br /> Left Live Load: TRL-Left-4-2= 280 PLF <br /> Left Dead Load: TRD-Left-4-2= 105 PLF <br /> Right Live Load: TRL-Right-4-2= 280 PLF <br /> Right Dead Load: TRD-Right-4-2= 105 PLF <br /> Load Start: A-4-2= 16.0 FT <br /> Load End: B-4-2= 22.0 FT <br /> Load Length: C-4-2= 6.0 FT <br /> Properties for: W10x49/A992-50 <br /> Yield Stress: Fy= 50 KSI <br /> Modulus of Elasticity: E= 29000 KSI <br /> Depth: d= 9.98 IN <br />