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Multi-Loaded Beam(AISC 9th Ed ASD Ver: 5.04 <br /> By: Jeff Johnson , DFP PLANNING& DESIGN on: 08-07-2001 : 1:00:31 PM <br /> Project: 201379-Location: GAR DR <br /> Summary: <br /> A36 W12x45 x 19.0 FT <br /> Section Adequate By: 6.4% Controlling Factor: Moment <br /> Center Span Deflections: <br /> Dead Load: DLD-Center= 0.33 IN <br /> Live Load: LLD-Center= 0.23 IN =U971 <br /> Total Load: TLD-Center= 0.57 IN=U400 <br /> Center Span Left End Reactions(Support A): <br /> Live Load: LL-Rxn-A= 9182 LB <br /> Dead Load: DL-Rxn-A= 8227 LB <br /> Total Load: TL-Rxn-A= 17409 LB <br /> Bearing Lenqth Required (Beam only, Support capacity not checked): BL-A= 1.25 IN <br /> Center Span Riqht End Reactions(Support B): <br /> Live Load: LL-Rxn-B= 8158 LB <br /> Dead Load: DL-Rxn-B= 10513 LB <br /> Total Load: TL-Rxn-B= 18671 LB <br /> Bearing Length Required(Beam only, Support capacity not checked): BL-B= 1.25 IN <br /> Beam Data: <br /> Center Span Length: L2= 19.0 FT <br /> Center Span Unbraced Lenqth-Top of Beam: Lu2-Top= 19.0 FT <br /> Center Span Unbraced Length-Bottom of Beam: Lu2-Bottom= 19.0 FT <br /> Live Load Deflect. Criteria: L/ 360 <br /> Total Load Deflect. Criteria: L/ 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= 45 PLF <br /> Total Load: wT-2= 45 PLF <br /> Point Load 1 <br /> Live Load: PL1-2= 0 LB <br /> Dead Load: PD1-2= 5733 LB <br /> Location (From left end of span): X1-2= 9.25 FT <br /> Point Load 2 <br /> Live Load: PL2-2= 0 LB <br /> Dead Load: PD2-2= 5640 LB <br /> Location (From left end of span): X2-2= 14.25 FT <br /> Trapezoidal Load 1 <br /> Left Live Load: TRL-Left-1-2= 1140 PLF <br /> Left Dead Load: TRD-Left-1-2= 428 PLF <br /> Right Live Load: TRL-Riqht-1-2= 1140 PLF <br /> Riqht Dead Load: TRD-Right-1-2= 428 PLF <br /> Load Start: A-1-2= 0.0 FT <br /> Load End: 8-1-2= 9.5 FT <br /> Load Length: C-1-2= 9.5 FT <br /> Trapezoidal Load 2 <br /> Left Live Load: TRL-Left-2-2= 180 PLF <br /> Left Dead Load: TRD-Left-2-2= 68 PLF <br /> Right Live Load: TRL-Riqht-2-2= 180 PLF <br /> Right Dead Load: TRD-Right-2-2= 68 PLF <br /> Load Start: A-2-2= 9.5 FT <br /> Load End: B-2-2= 14.0 FT <br /> Load Length: C-2-2= 4.5 FT <br /> Trapezoidal Load 3 <br /> Left Live Load: TRL-Left-3-2= 1140 PLF <br /> Left Dead Load: TRD-Left-3-2= 428 PLF <br /> Riqht Live Load: TRL-Riqht-3-2= 1140 PLF <br /> Right Dead Load: TRD-Right-3-2= 428 PLF <br /> Load Start: A-3-2= 14.0 FT <br /> Load End: 8-3-2= 19.0 FT <br /> Load Lenqth: C-3-2= 5.0 FT <br /> Properties for: W12x45/A36 <br /> Yield Stress: FY= 36 KSI <br /> Modulus of Elasticity: E= 29000 KSI <br /> Depth: d= 12.06 N <br /> Web Thickness: tw= 0.34 N <br /> Flanqe Width: bf= 8.05 N <br /> Flanqe Thickness: tf= 0.57 N <br /> Distance to Web Toe of Fillet: k= 1.25 N <br /> Moment of Inertia About X-X Axis: Ix= 350.00 N4 <br /> Section Modulus About X-X Axis: Sx= 58.10 N3 <br /> Radius of Gyration of Compression Flange+ 1/3 of Web: rt= 2.15 N <br /> Design Properties per AISC Steel Construction Manual: <br /> R,o (A1110 t,J V, " <br />