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Ro eamf 2006 Intemational Residential Code (OS/ S)1 Ver: 7.01.14 <br />` gy; ,, Area Home Planners on: 09-11-2008 :..�11:24 AM <br />Prol�: CAL FERGUSON GARAGE - Location: 10' GARAGE DR HDR <br />Summary: <br />3.5 IN x 7.25 IN x 10.33 FT /#2 - Douplas-Fr-Larch - Drv Use <br />Section Adequale By: 52.7°/a Controlling Faclor. Seclion Modulus I Depth Required 5.871n <br />Defler,tions: DLD= <br />Dead load: LLD= <br />Live Load: TLU= <br />Total Load: <br />Reactions (Ear.h End): LL-Rzn= <br />Live Load' DL-Rxn= <br />Dead Load: TL-Rzn= <br />Total Load: <br />Bearing Length Required (Beam only, support capaciry not checked): B�= <br />Beam Data: �_ <br />Span: Lu= <br />Maximum Unbraced Span: RP_ <br />Pitch Of Roof: U <br />Live Load DeFlecL Crileria: U <br />Tolal Load DeflecL Ciiteria: <br />Roof Loadinq: LL1= <br />RoofLive Load-Side One: DL7= <br />Roof Dead Load-Side One: ��_ <br />Tributarv Width-Side One: ��_ <br />Roof Live Load-Side Two: DL2= <br />Roof Dead Load-Side Two: �2_ <br />Tributary Width•Side Two: �_ <br />Roof Duration Factor. BSW= <br />Beam Self Weiqht: <br />Slope/Pitch Adiusted Lenqths and Loads: Ladi= <br />Ad'lusted Beam Lenoth: W�_ <br />Beam Unifortn Live Load: wD adi= <br />Beam Unitorm Dead Load: -wT- <br />Total Uniform Load: <br />Properties For: #2- DouGlas-Fir-Larch Fb= <br />Bendina Stress: F�_ <br />Shear Stress: E_ <br />Modulus of Elastici[y: E-Min= <br />Adiusted Modulus ot Elasticity: Fc oerp= <br />Slress Perpendicular to Grain: - <br />Adjusted Properlies Fb'= <br />Fb' (Tension): <br />Adjustmenl Factors: Gd=1.15 CF=1.30 F� _ <br />Fv : <br />Adiustment Factors: Cd=1.15 <br />Design Requirements: <br />Controllinq Moment: <br />5.165 ft from lefl suppoR <br />Criiical moment crealed by combining all dead and live loads. <br />Controllinp Shear: <br />At a distance d from support. <br />Critical shear created by combining all dead and tive loads. <br />Comparisons Wilh Reauired Sections: <br />Section Nodulus (Moment): <br />Area (Shear): <br />Momenl of Inertia (Defleclion): <br />'uE <br />��E <br />0.10 IN <br />0.14 IN = U861 <br />0.24 �N = L1510 <br />518 LB <br />355 LB <br />872 LB <br />0.40 I N <br />10.33 FT <br />0.0 FT <br />4. : 7 2 <br />240 <br />180 <br />25.0 PSF <br />15.D PSF <br />4.0 FT <br />25.0 PSF <br />15.0 PSF <br />0.0 FT <br />1.15 <br />6 PLF <br />10.33 FT <br />100 PLF <br />69 PLF <br />169 PLF <br />900 PSI <br />1B0 PSI <br />1600000 PSI <br />580000 PSI <br />625 PSI <br />7346 PSI <br />207 PSI <br />2251 FT-LB <br />784 LB <br />Sreq= 20.07 IN3 <br />S= 30.66 IN3 <br />Area= 5.68 IN2 <br />A= 25.38 IN2 <br />Ireq= 39.23 IN4 <br />1= 111.15 IN4 <br />