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FRIOM' :. D.F.P. PLANNING g, DESIGN, INC. PHONE NO. : 651 638 1412 May. 08 2001 02:36PM P28 <br /> V Multi-Loaded Beam(AISC 9th Ed ASD)Ver: 5.02 <br /> By: Jeff Johnson , DFP PLANNING&DESIGN on: 12-06-2000 : 2:50:20 PM <br /> Project: _. - Location: 200375 GAR UR <br /> Summary: <br /> A36 W14x38 x 24.0 FT <br /> Section Adequate By: 2.4% Controlling Factor: Moment <br /> Center Span Deflections: <br /> Dead Load: DLD-Center= 0.56 IN <br /> Live Load: LLD-Center= 0 41 IN =L1706 <br /> Total Load: TLD-Center= 0.97 IN=U297 <br /> Center Span Left End Reactions(Support A): <br /> Live Load: LL-Rxn-A= 8811 LB <br /> Dead Load: DL-Rxn-A= 8768 LB <br /> Total Load: TL-Rxn-A= 17599 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= 5494 LB <br /> Dead Load: DL-Rxn-B= 8287 LB <br /> Total Load: TL-Rxn-B= 13781 LB <br /> Bearing.Length Required(Beam only, Support capacity not checked): . BL-B= 1.06 IN <br /> Beam Data: <br /> Center Span Length: L2= 24.0 FT <br /> Center Span Unbraced Length-Top of Beam: Lu2-Top= 0.0 FT <br /> Center Span Unbraced Length-Bottom of Beam: Lu2-Bottom= 24.0 FT <br /> Live Load Deflect Criteria: U 360 <br /> Total Load Deflect. Criteria: U 240 <br /> Center Span Loading: <br /> Uniform Load: <br /> Live Load: wL-2= 220 PLF <br /> Dead Load: wD-2= 82 PLF <br /> Beam Self Weight: BSW= 38 PLF <br /> Total Load: wT-2= 340 PLF <br /> Point Load 1 <br /> Live Load: PL1-2= 0 LB <br /> Dead Load: P01-2= 2585 LB <br /> Location(From left end of span): X1-2= 14.0 FT <br /> Point Load 2 <br /> Live Load: PL2-27= 0 LB <br /> Dead Load: PD2-2= 2585 LB <br /> Location(From left end of span): X2-2= 17.9 FT <br /> Trapezoidal Load 1 <br /> Left Live Load: TRL-Left-1-2; 220 PLF <br /> Left Dead Load: TRD-Left-1-2= 82 PLF <br /> Right Live Load: TRL-Right-1-2= 82 PLF <br /> Right Dead Load: TRD-Right-1-2= 220 PLF <br /> Load Start: A-1-2= 0.0 FT <br /> Load End: B-1-2= 10.0 FT <br /> Load Length: C-1-2= 10.0 FT <br /> Trapezoidal Load 2 <br /> Left Live Load: TRL-Left-2-2= 520 PLF <br /> Left Dead Load: TRD-Left-2-2= 315 PLF <br /> Right Live Load: TRL-Right-2-2= 315 PLF <br /> Right Dead Load: TRD-Right-2-2; 520 PLF <br /> Load Start: A-2-2= 0.0 FT <br /> Load End: B-2-2= 18,0 FT <br /> Load Length: C-2-2= 18.0 FT <br /> Properties for:W14x381A36 <br /> Yield Stress: Fy= 36 KSI <br /> Modulus of Elasticity: • <br /> E= 29000 KSI <br /> Depth: d= 14.10 N <br /> Web Thickness: tw= 0.31 N <br /> Flange Width: bf= 6.77 N <br /> Flange Thickness: tf= 0.51 N <br /> Distance to Web Toe of Fillet: k= 1.06 N <br /> Moment of Inertia About X-X Axis: lx= 385.00 N4 <br /> Section Modulus About X-X Axis: Sx= 54.60 N3 <br /> Radius of Gyration of Compression Flange+ 1/3 of Web; rt= 1.78 N <br /> Design Properties per AISC Steel Construction Manual: <br /> Flange Buckling Ratio: FBR= 6.57 <br /> Allowable Flange Buckling Ratio: AFBR= 10.83 <br /> Web Buckling Ratio: WBR= 45.48 <br /> Allowable Web Buckling Ratio: AWBR= 106.67 <br /> Controlling Unbraced Length: Lb= 0,0 FT <br /> Limiting Unbraced Length for Fb=.66'Fy: Lc= 7.15 FT • <br /> Allowable Bending Stress: Fb= 23.76 KSI <br /> Web Height to Thickness Ratio: h/tw= 42.16 <br /> vI . <br />