Laserfiche WebLink
MultW oaded Beam(AISC 9th Ed ASD War:8.00.81 <br /> By:.,Arrow Building Center on:10.09-2006:3:17:56 PM <br /> Project:STRONG ARM-Location: <br /> Summary: <br /> A992-50 W12x26 x 26.0 FT(10+16) <br /> Section Adequate By:3.3% Controlling Factor Moment <br /> Left Span Deflection: pip-Loft= 0.02 IN <br /> Dead Load: LLD-Left= 0.05 IN 01.12460 <br /> Live Load: <br /> Total Load: TLD-Left= 0.07 IN=1./1790 <br /> Center span Deflections: OLD-Center= 0.03 IN <br /> Live Deed Load: LLD.�tter= 0.14 IN=L/1387 <br /> Load: <br /> TLD-Center= 0.17 IN=L/1138 <br /> Total <br /> Left End Reactions(Support A): • ll-tbut-A= 5064 to <br /> Live Load: DL-Rxn-A= 2135 LB <br /> Dead Load: TL-�-As 7198 LB <br /> Total Load: <br /> Design For Uplift Loads(Includes Uplift Factor of Safely) -231 LB1 BL-A= 0.68 IN <br /> Bearing Length Required(Beam only,support capacity not cheated): <br /> Center span Left End Reactions(Support B): LL-Rwt-g= 18317 LB <br /> DeadLive Load:Load: DL-Ran-S= 9340 LB <br /> tel TL-Rio,-B= 27857 LB <br /> Total LengthBRequired(Beam onh►,support cap.Uty riot checked): 13L-13s= 0.88 IN <br /> Center span Right End Reactions(Support C): LL Rxn 8347 LB <br /> Live Load: OL-Fbm-C= 2102 LB <br /> Dead Load: <br /> Total Load: TL-Rxn-C 8449 LB <br /> Bearing Length RequMed(Beam only,support capadty not checked FC .68 <br /> N <br /> Dead Load Uplift F.S.: <br /> 1.5 <br /> Beam Date: = 10.0 FT <br /> Left Span Length: Lu1-TL1L10.0 FT <br /> Left Span Unbraced Length-Top of Beam: Lu1-Bottom= 10.0 FT <br /> Left Span Untraced Length-Bottom of Beam: L2= 16.0 FT <br /> Center span Length: Lu2TL2= 0.0 FT <br /> Center span Unbraced Length-800 of of n: Lu2- = 16.0 FT <br /> Center span Unbraced Length-8000m <br /> Live Load Deflect.Criteria: LI V 360 <br /> Total Load Deflect.Criteria: <br /> Left Span Loading: <br /> Uniform Load:Liy�1= 280 PLF <br /> ea Load: <br /> Loaad: *0-1== 136 PPLLF <br /> Beam Self Weight w x 442 PLF <br /> Total Load: <br /> Point Load 1LiPL1 1= 7188 LB 6 <br /> ea DeadLLoa:Load: PD1-1= 5435 LB <br /> Location(From left end of span): X1-1= 6.56 FT <br /> TrapezoidalLLive Load: TRL-Left-1-1= 400 PLF <br /> Left Dead Load: TRO.Le(t-1-1s 120 PLF <br /> Right Uve Load: TRL-Right-1-1= 400 PLF <br /> Right Dead Load: TRO-Rapt-1-1= 120 PLF <br /> Load Start:Length: B-1-1= 10.0 FT <br /> Load Len <br /> Load End: C-1-1= 10.0 FT <br /> Center wan Loading: <br /> Uniform Load: 280 PLFLive Load: <br /> Dead Load: w0-2= 138 PLF <br /> = 26 PLF <br /> Beam Self Weight: BSWBSW• <br /> 442 PLF <br /> Total Load: <br /> Trapezoidal Load 1 TRI,.IeR 1-2= 400 PLF <br /> Left Deada Load:a: TRD-Left120 PLF <br /> Leftgtiv TT,- -1 400 PLF <br /> Right Dead Load: TRD-Right-12= 120 PLF <br /> Rightd Load: A-1-2= 0.0 FT <br /> Load Startnd: B-1-2= 7.0 FT <br /> Load Length:: C-1-2 7.0 FT <br /> Load <br /> Trapezoidal Load 2 DeedTRI.Leh-2 2= 700 PLF <br /> Left Live Load: TRO-Left-2-2= 210 PLF <br /> Left Load: TRL-Rktttt-2-2= 700 PLF <br /> Right Live Load: <br /> Right Dead Load: TRD42.2= 210 PLF <br /> q .d UtiroN wdtg: L coag 1/18J <br />