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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: 06-16-2006 : 3:56:38 PM <br /> Project: 206231 - Location: GRT RM WDW <br /> Summary: <br /> A36 W8x21 x 15.0 FT <br /> - Section Adepuate By: 7.2°/a Controlling Factor: Moment <br /> Center Span Deflections: <br /> Dead Load: DLD-Center= 0.28 IN <br /> Live Load: LLD-Center= 0.34 �N= U526 <br /> ' Total Load: TLD-Center= 0.62 fN=U289 <br /> Center Span Left End Reactions(Support A): <br /> Live Load: L�-Rxn-A= 4713 LB <br /> Dead Load: DL-Rxn-A= 3109 LB <br /> Total Load: TL-Rxn-A= 7822 �B <br /> Beannq Lenqth Required (Beam only, support capacity not checked): BL-A= 0.70 IN <br /> Center Span Riqht End Reactions(Support B): <br /> Live Load: LL-Rxn-B= 4567 LB <br /> Dead Load: DL-Rxn-B= 4046 LB <br /> Total Load: TL-Rxn-B= 8613 LB <br /> Bearing Length Required(Beam only, support capacity not checked): BL-6= 0.70 IN <br /> Beam Data: <br /> Center Span Lenqth: L2= 15.0 FT <br /> Center Span Unbraced Lenqth-Top of Beam: Lu2-Top= 0.0 FT <br /> Center Span Unbraced Length-Bottom of Beam: Lu2-Bottom= 15.0 FT <br /> Live Load Deflect. Criteria: U 360 <br /> Total Load Deflect. Criteria: U 240 <br /> Cenfer Span Loading: <br /> Uniform Load: <br /> Live Load: wL-2= 0 PLF <br /> Dead Load: wD-2= 0 PLF <br /> Beam Self Weight: BSW= 21 PLF <br /> Total Load: wT-2= 21 PLF <br /> Point Load 1 <br /> Live Load: PL.1-2= 0 LB <br /> Dead Load: PD1-2= 2237 L8 <br /> Location (From left end of span): X1-2= 10.83 FT <br /> Trapezoidaf Load 1 <br /> Left Live Load: TRL-Left-1-2= 500 PL,F <br /> Left Dead Load: TRD-Left-1-2= 188 PlF <br /> Riqht Live Load: TRL-Riqht-1-2= 500 PLF <br /> Riqht Dead Load: TRD-Right-1-2= 188 PLF <br /> Load Start: A-1-2= 0.0 FT <br /> Load End: B-1-2= 11.0 FT <br /> Load Lenq#h: C-1-2= 11.0 F7 <br /> Trapezoidal Load 2 <br /> Left Live Load: TRL-Left-2-2= 450 PLF <br /> Left Dead Load: TRD-Left-2-2= 169 PLF <br /> Riqht Live Load: TRL-Riqht-2-2= 450 PLF <br /> RiQht Dead Load: TRD-Right-2-2= 169 PLF <br /> Load Start: A-2-2= 11.0 FT <br /> Load End: B-2-2= 15.0 FT <br /> Load Lenqth: C-2-2= 4.0 FT <br /> Trapezoidal Load 3 <br /> Left Live Load: TRL-Left-3-2= 180 PLF <br /> Left Dead Load: TRD-Left-3-2= 68 PLF <br /> Riqht Live Load: TRL-Riqht-3-2= 180 PLF <br /> Riqht Dead Load: TRD-Right-3-2= 68 PLF <br /> Load Start: A-3-2= 2.0 FT <br /> Load End: B-3-2= 13.0 FT <br /> Load Lenqth: C-3-2= 11.0 FT <br /> Trapezoidal Load 4 <br /> Left Live Load: TRL-Left-4-2= 0 PLF <br /> Left Dead Load: TRD-Left-4-2= 101 PLF <br /> Riqht Live Load: TRL-Riqht-4-2= 0 PLF <br /> Riqht Dead Load: TRD-Right-4-2= 101 PLF <br /> Load Start: A-4-2= 2.0 FT <br /> Load End: B-4-2= 13.0 FT <br /> Load Lenqth: C-4-2= 11.0 FT <br /> Properties for:W8x21/A36 <br /> Yield Stress: FV= 36 KSI <br /> Modulus of Elasticity: E= 29000 KSI <br /> Depth: d= 828 IN <br /> Web Thickness: tw= 0.25 IN <br /> Flanqe Width: bf= 5.27 IN <br /> Flanqe Thickness: tf= 0.40 IN <br /> Distance to Web Toe of Fi{let: k= 0.70 IN <br />