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SI1( el 4 P.04 <br /> Roo}Beam(2008 International Building Code(05 NDS)I Ver 7.01.14 <br /> By: I on: 11-092010 2'54:30 PM <br /> Project GROUNDS AWNING LARGE - Location:Awning Large side <br /> Summary: <br /> 5.5 IN x 9.51N x 14 0 FT llr2.Oouplas-Fir-Larch•Dry Use <br /> Section Adequate By 9.7% Controlling Factor: Section Modulus/Depth Required 8.07 In <br /> Deflections. <br /> Dead Load OLD- 017 IN <br /> Live Load'. LLD= 0.21 IN•U794 <br /> Total Load TLD- 0.38 IN=U442 <br /> Reactions(Each Er <br /> Llie Loed. LL-Rxn• 675 LB <br /> Deed Load. OL-Rxn• BBB LB <br /> Total Load' TL-Rrn- 1571 LB <br /> Bearing Length Required(Beam only,support capacity not checked): BLS 0.46 IN <br /> Beam Data <br /> Span: L= 14.0 IT <br /> Maximum Unbraced Span, Lu• 00 FT <br /> Pitch Of Root RP- 35 12 <br /> Live Load Deflect Criteria: U lea <br /> Total Load Deflect,Criteria' U 120 <br /> RCOf LOsdinq. <br /> Roof Live Load-Side One. LLt• 25.0 PSF <br /> Roof Dead Load-Side One. DLI= 15.0 PSF <br /> Tributary WldOr$IdeOne: TW1= 2.5 FT <br /> Roof Live Load-Side Two. 112= 25.0 PSF <br /> Roof Dead Load-Side Two. DL2= 15.0 PSF <br /> Tributary Wldth•Slde Two: 1W2^ 26 FT <br /> Roof Duration tactor: Cdc 1 W <br /> Well Load WALL= 10 Pt-F <br /> Beam Self waight. BSW 11 PLF <br /> SlopefP4ch Adjusted Lenpthe and Loads <br /> Adjusted Bean Length: Lodi- 14.0 FT <br /> Beam Uniform Live Load. wt.= 12b PLF <br /> Beam Uniform Dead Load: wD_adla 99 PLF <br /> Total Uniform Load: wT- 224 PLF <br /> Properties For N2-Dnnplas-Fir-Larch <br /> Bending Stress Fb- 876 PSI <br /> Shear Stress: Fv 170 PSI <br /> Modulus of Elasticity. F. 1300000 PSI <br /> Adjusted Modulus of Elasticity: E-Min• 470000 PSI <br /> Stress Pei pendicular to Grain. Fc_porpm 625 PSI <br /> Adjusted Propertias <br /> Fb'(Tension): Fb'- 875 PSI <br /> Adjustment Factors'. Cd-1 00 CFs1.00 <br /> Fv' FJ= 170 PSI <br /> Adiustment Factors:Cd-1.00 <br /> Design Reouiremants: <br /> Controlling Moment M. 5498 FT-LB <br /> 7.0 ft from left NOW <br /> Critical moment created by combining all dead and live loads <br /> Corrielllna Shear: V= 1414 LB <br /> At a distance d from support <br /> Critical shear created by combining all dead and live bads. <br /> Comparisons With Required Sections <br /> Section Modulus(Moment) Sreg. 7542 IN3 <br /> S= 82.73 IN3 <br /> Area(Shear)- Argo- 12.48 IN2 <br /> A• 52.25 IN2 <br /> Moment of Inertia(Deflection): Iraq= 106.58 IN4 <br /> to 392.96 IN4 <br />