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AISC 9lh Ed ASO 1 Ver. 7.01.10 315 <br />Multi -Span Floor Beaml <br />By: Douq Engilson . Impression Design on: 01-19.2012 : 2:16:55 PM <br />Project: Martin uarr Covered Deck - Location: CHANNEL BEAM <br />Summary: <br />A36 C6x82 x 36 0 FT (12 + 12 + 12) <br />Section Adequate By: 1 5% Controlling Factor. Moment <br />Left Span Deflections: <br />OLD•Left= <br />003 <br />IN <br />Dead Load: <br />LLD -Left= <br />0.15 <br />IN = U963 <br />Live Load: r <br />TLD-Left= <br />018 <br />IN = Ll820 <br />Total Load. <br />Center Span Deflections. <br />DLO•Cenler=: <br />000 <br />IN <br />Dead Load: <br />LLD -Center= <br />0.10 <br />IN = U1411 <br />Live Load: <br />TLD-Center= <br />010 <br />IN = U1384 <br />Total Load: <br />Right Span Deflections: <br />DLD-Right= <br />0,03 <br />IN <br />Dead Load: <br />LLD -Right= <br />015 <br />IN = U963 <br />Live Load: <br />TLD-Righl= <br />0.18 <br />IN = U820 <br />Total Lo'd: <br />Left End Reactions (Support A): <br />LL-Rxn-A= <br />864 <br />LB <br />Live Load: <br />DL•Rxn-A= <br />193 <br />LB <br />Dead Load: <br />TL•Rxn-A= <br />1057 <br />LB <br />Total Load. <br />Bearinq Lenqth Required (Beam only, support capacity not checked): <br />BL-A= <br />0 81 <br />IN <br />Center Span Lett End Reactions (Support B). <br />LL-Rxn-B= <br />2304 <br />LB <br />Live Load- <br />OL-Rxn-B= <br />531 <br />LB <br />Dead Load: <br />TL-Rxn.B= <br />2835 <br />LB <br />Total Load <br />Bearinq Lenqlh Required (Beam only, support capacity not checked): <br />gL.g= <br />0.81 <br />IN <br />Center Span Riqht End Reactions (Support C) <br />LL•Rxn-C= <br />2304 <br />LB <br />Live Load: <br />OL-Rxn.C= <br />531 <br />LB <br />Dead Load. <br />TL.Rxn-C= <br />2835 <br />LB <br />Total Load: <br />Length Required (Beam only, support capacity not checked): <br />BL-C= <br />0.81 <br />IN <br />Bearinq <br />Right End Reactions (Support D): <br />LL•Rxn-D= <br />864 <br />LB <br />Live Load <br />DL.Rxn-D= <br />193 <br />LB <br />Dead Load <br />TL-Rxn•D= <br />1057 <br />LB <br />Total Load: <br />Bearinq Length Required (Beam only, support capacity not checked) <br />BL-D= <br />F5= <br />0.81 <br />1.5 <br />IN <br />Dead Load Uplift F.S.' <br />Beam Data: <br />L1= <br />12.0 <br />FT <br />Left Span Length. <br />Left Span Unbraced Length -Top of Beam: <br />Lut-Top= <br />0.0 <br />12.0 <br />FT <br />FT <br />Left Span Unbraced Length -Bottom of Beam: <br />Lut-Bottom= <br />L2= <br />12.0 <br />FT <br />Center Span Lenqth <br />Center Span Unbraced Length -Top of Beam <br />Lug -Top= <br />00 <br />12.0 <br />FT <br />FT <br />Center Span Unbraced Length -Bottom of Beam, <br />Lu2•Bottom= <br />L3= <br />12.0 <br />FT <br />Riqhl Span Lenglh: <br />Riqht Span Unbraced Lenqlh-Top of Beam: <br />Lu3-Top= <br />0.0 <br />12.0 <br />FT <br />FT <br />Right Span Unbraced Lenglh-Bottom of Beam: <br />Lu3•Bottom= <br />U <br />360 <br />Live Load Deflect. Criteria: <br />U <br />240 <br />Total Load Deflect. Criteria: <br />Left Span Loading. <br />Uniform Load: <br />FLL-1= <br />400 <br />PSF <br />Floor Live Load: <br />FDL-1= <br />8.0 <br />PSF <br />Floor Dead Load <br />Trib-1.1= <br />4.0 <br />FT <br />Floor Tributary Width Side One: <br />Trib-2-1= <br />0.0 <br />FT <br />Floor Tributary Width Side Two <br />BSW= <br />6 <br />PLF <br />Beam Self Weight <br />Wall-12 <br />0 <br />PLF <br />Wall Load: <br />wL-1« <br />160 <br />PLF <br />Total Live Load: <br />wD.1= <br />32 <br />PLF <br />Total Dead Load: <br />wT-1= <br />200 <br />PLF <br />Total Load <br />Center Span Loading: <br />Uniform Load: <br />FLL-2= <br />40.0 <br />PSF <br />Floor Live Load: <br />FDL•2= <br />8.0 <br />PSF <br />Floor Dead Load: <br />- Tdb-1.2= <br />4.0 <br />FT <br />Floor Tnbulary Width Side One: <br />Trib-2-2= <br />0.0 <br />FT <br />Floor TrOulary Width Side Two: <br />BSW= <br />8 <br />PLF <br />Beam Sell Weight: <br />Wall-2= <br />0 <br />PLF <br />Wall Load: <br />wL-2= <br />160 <br />PLF <br />Total Live Load: <br />wD-2= <br />32 <br />PLF <br />Total Dead Load: <br />wT-2= <br />200 <br />PLF <br />Total Load: <br />Right Span Loading: <br />Uniform Load: <br />FLL.3= <br />40.0 <br />PSF <br />Floor Live Load. <br />Floor Dead Load. <br />FDL-3= <br />Trib•1.3= <br />80 <br />4.0 <br />PSF <br />FT <br />Floor Tributary Width Side One: <br />��� <br />O <br />