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Muff-Loaded Beam(AISC 9th Ed ASD)Ver.8.00.81 <br /> By:.,Mow Building Center on:10-09-2008: 1:41:28 PM <br /> Protea STRONG ARM-Location: <br /> Summary: <br /> A992-50 W12x30 x 28.0 FT(10+16) <br /> Section Adequate By:26.8% Controlling Factor:Moment <br /> Left Span Deflections: <br /> Dead Load: DLD-Left= 0.02 IN <br /> Live Load: LLD-Left= 0.04 IN=LI2870 <br /> Total Load: TLD-Left= 0.08 IN=L/2090 <br /> Center span Deflections: <br /> Dead Load: Dt 0.03 IN <br /> Live Load: LLD-Center= 0.12 IN=U1818 <br /> Total Load: TLD-Canter= 0.15 N=L/1324 <br /> Left End Reactions(Support A): <br /> Live Load: LL-FM-A= 5064 LB <br /> Deed Load: DL-FM-A= 2145 LB <br /> Total Load: TL-Rxn-A= 7209 LB <br /> Design For Uplift Loads(Includes Uplift Factor of Safety) R n-A-maw -224 LB <br /> Bearing Length Required(Beam only,support capacity not checked): BL-A= 0.74 IN <br /> Center span Left End Reactions(Support B): <br /> Live Load: LL-Rim-B= 18317 LB <br /> Dead Load: DL-Fbxn-B= 9408 LB <br /> Total Load: TL-Rai-B' 27725 LB <br /> Bearing Length Required(Beam only,support(*achy not checked): BL-B= 0.74 IN <br /> Center span Right End Reactions(Support C): <br /> Live Load: Ll-Flah-C= 8347 LB <br /> Dead Load: DL-Rxm-C= 2128 LB <br /> Total Load: TL-Rxn-C= 8475 LB <br /> Bearing Length Required(Beam only,support capacity not checked): BL-Ci. 0.74 IN <br /> Dead Loed Uplift F.S.: FS= 1.5 <br /> Beam Data: <br /> Left Span Length: L1= 10.0 FT <br /> Left Span Unbraced Length-Toa of Beam: Lut-Top= 0.0 FT <br /> Left Span Unbraced Length-Bottom of Beam: Lu1-Bottom= 10.0 FT <br /> Center span Length: L2= 18.0 FT <br /> Center span Untraced Length-Top of Beam: • Lu2-Top- 0.0 FT <br /> Center span Unbreced Length-Bottom of Beam: Lu2-Bottom= 16.0 FT <br /> Live Load Deflect.Criteria: U 480 <br /> Total Load Deflect Criteria: U 360 <br /> Left Span Loading: <br /> Uniform Load: <br /> Live Load: wL-1= 280 PLF <br /> Dead Load: wD-1= 138 PLF <br /> Beam Self Weight: BSW= 30 PLF <br /> Total Load: wT 1= 446 PLF <br /> Point Load 1 <br /> Live Load: PL1-1= 7186 LB <br /> Dead Load: PD1-1= 5435 L8 <br /> Location(From left end of span): X1-1= 6.5 FT <br /> Trapezoidal Load 1 <br /> Left Live Load: TRL-Left-1-1■ 400 PLF <br /> Left Deed Load: TRD.Left-1-1= 120 PLF <br /> Right Live Load: TRL-Right-1.1= 400 PLF <br /> Right Dead Load: TRD-RIght-1-1= 120 PLF <br /> Load Start: A-1-1= 0.0 FT <br /> Load End: B-1-1= 10.0 FT <br /> Load Length: C-1.1= 10.0 FT <br /> Center span Loading <br /> Uniform Load: <br /> Live Load: wL-2= 280 PLF <br /> d BPLF <br /> Beam Load:Weight: SSW= 130 PPt! <br /> Total Load: wT-2= 448 PLF <br /> Trapezoidal Load 1 <br /> Left Live Load: TRL-Left-1.2= 400 PLF <br /> Left Deed Load: TRD-Left-1-2= 120 PLF <br /> Right Live Load: TRL-Right-1-2= 400 PLF <br /> Right Deed Load: TRO-Right-1-2= 120 PLF <br /> Load Start: A-1-2= 0.0 FT <br /> Load End: B-1-2= 7.0 FT <br /> Load Length: C-1.2- 7.0 FT <br /> Trapezoidal Load 2 . <br /> Left Live Load: TRL-Left-2-2= 700 PLF <br /> Left Dead Load: TRD-Left 2-2= 210 PLF <br /> Right Live Load: TRL-Rtiaht-2-2= 700 Pt! <br /> Right Dead Load: IRO-Right-2-2= 210 PLF <br /> Z 'd zzbv °N wdc: I coos *oa aej <br />