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P.©5 <br /> I Roof Beam[2006 International Bluildinp Code(05 NDS)I Ver: 7.01.14 <br /> Bv. on: 11.09.2010:2:64,31 PM <br /> Project:GROUNDS AWNING SMALL- Locatlon:Awning small side <br /> Summary: <br /> 5.5 IN x 9.5 IN x 11.0 FT /02-Douqlas-Fir-Lerch-Dry Use <br /> Section Adequate By. 18,6% Controlling Factor, Secllon Mod dus!Depth Required 8 72 In <br /> Deflections. <br /> Dead Load. DLD= 009 IN <br /> Live Load, LLD- 0.12 IN•U1057 <br /> Total LoadTLD• 022 IN=1_1809 <br /> Reactions(Each End): <br /> Live Load: LL•Rxn- 1086 LB <br /> Dead Load. OL-Rxn- 783 LB <br /> Total Load: TL-Rxn- 1849 L3 <br /> Boarinq Length Required(Beam only,support capaoty not checked): BL= 0.54 IN <br /> Begin Data, <br /> Span Le 11 U FT <br /> Maximum Unbraced Span: Lu- 0.0 FT <br /> Pitch Of Roof: RP= 3.5 12 <br /> Live Load Deflect, Criteria' U 180 <br /> Total Load Deflect Criteria. I/ 120 <br /> Roof Loodinq' <br /> Roof Live Load-Side One. i L1• 25.0 PSF <br /> Roof Deed Load-Side One: DLI- 15.0 PSF <br /> Tributary Width-Side One. TW 1= 525 FT <br /> Roof Live Load-Side Two. LL?- 25.0 PSF <br /> Roof Dead Load Side Two. 01-2- 15.0 PSF <br /> Tributary VYldth Side Two TW2r 2 5 FT <br /> Roof Duration Factor: Co. 1.00 <br /> Wall Load. WALL= to PLF <br /> Boom Boll Weight BSW- 11 PLF <br /> SlopelPitch Adjusted Lenoins and Loads' <br /> Adjusted Beam Length Lad,- 11.0 FT <br /> Beam Uniform Live Load wL= 194 PLF <br /> Beam Uniform Dead Load wD_adix 142 PLF <br /> Total Uniform Load: wT- 338 PLF <br /> Properties For.U2- Douglas Fir-Larch <br /> Bondinq Stress' Fbe 875 PSI <br /> Shear Stress: Fv= 170 PSI <br /> Modulus of Elasticity. E• 1300000 PSI <br /> Adjusted Modulus of Elasticity. E-Min• 47000D PSI <br /> Stress Perpendicular In Grain: Fc_perpe 625 PSI <br /> Adjusted Properties <br /> Fb' (Ter,sion)- rb'- 875 PSI <br /> Adjustment Factors:Cd-1.00 CF�l 00 <br /> Pv' FVr 770 PSI <br /> Adjustment Factors. Cdx1.00 <br /> Design Requirements: <br /> Controlling Moment. M. rA85 FT-Ln <br /> 5.5 ft from left support <br /> Critical moment niented by combining all dead and live loads. <br /> Contrcllmo Shear. V. 1590 Le <br /> At a distance d from support <br /> Critical shear created by armhimng all dead and live loads. <br /> Comparisons With Required Sections: <br /> Section Modulus(Moment) Sregx 69.73 IN3 <br /> S= 82.73 IN3 <br /> Area(Shear): Arow, 14.03 IN2 <br /> A= 52 25 IN2 <br /> Moment of Inedw(Deflection) Ireg= 1743 IN4 <br /> 1= 392.96 IN4 <br /> TDTgL P.05 <br /> J <br />