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Ro� eam{ 2006 Inlemational Resident�al Code (O5� i)1 Ver: 7.01.14 <br />By: ., Area Home Planners on: 09-11-2008 :�..�1:30 AM <br />Proiecl: CAL FERGUSON GARAGE - Location: 6' HDR ROOF BM <br />Summary: <br />3.5 IN x 9.25 IN x 6.33 FT /#2 - Douqlas-Fir-Larch - Dry Use <br />Section Adequate By: 39.1 % Controlling Factor. Section Modufus / Dept�• Required 7.84 In <br />Defledions: <br />Dead Load: DLD= <br />Live Load: LLD= <br />Tolal Load: TLD= <br />Reactions (Each End): <br />I_ive Load: LL-4xn= <br />Dead Load: DL-R,�n= <br />Tolal Load: TL-Wcn= <br />Bearing Lenglh Required (Beam only, support capacity nol checked): BL= <br />Beam Data: <br />Snan: L= <br />Maximwn Unbraced Span: Lu= <br />Pitch Of Roof: RP= <br />Live Load Deflect. Criteria: U <br />Tolal Load Deflect. Criteria: L/ <br />Roof Loadinp: <br />Roof Live Load-Side One: LL1= <br />Roof Dead Load-Side One: DL1= <br />Tributary W idth-Side One: TW 1= <br />Roof Live Load-Side Two: LL2= <br />Roof Dead Load•Side Two: DL2= <br />Tribulary Width-Side Two: TWp= <br />Roof Duration Factor: Cd= <br />Beam Self Weipht: BSW= <br />SlopelPitch Adiusted Lenaths and Loads: <br />Adlusled 8eam Lenqth: Ladj= <br />Beam Uniform Live Load: wL= <br />Beam Uniform Dead Load: wD adi= <br />T�tal Unifortn Load: wT= <br />PropeAies For: #2- Douplas-Fir•Larch <br />8endinp Stress: Fb= <br />Shear Stress: Fv= <br />Modulus of Elasticity: E_ <br />Adiusted Modulus of Elasticity: E-Min= <br />Stress Perpendicular to Grain: Fc�erp= <br />Adjusted Properties <br />Fb' (Tension): Fb'= <br />AdJustmenl Factors: Cd=1.15 CF=1.20 <br />Fv': <br />Adiuslment Factors: Cd=7.15 <br />Desic�n Requirements: <br />Controllinq MomenL• <br />3.165 ft from lefl support <br />Criticai moment created by combining all dead and Ilve loads. <br />Conlrollinq Shear: <br />At a dislance d from support. <br />Crilical shear created by combining all dead and live loads. <br />Comparisons With Required Sections: <br />Seclion Modulus (Moment): <br />Area (Shear): <br />Momenl of Inertia (Defiection): <br />Fv'= <br />M= <br />V= <br />Sreq= <br />S= <br />Areq= <br />A= <br />Ireq= <br />1= <br />0.03 I N <br />0.04 IN = L/1726 <br />0.07 IN = L/1047 <br />1424 LB <br />923 LB <br />2347 L8 <br />1.07 IN <br />6.33 FT <br />0.0 FT <br />4. : 12 <br />240 <br />180 <br />25.0 PSF <br />15.0 PSF <br />18.0 FT <br />25.0 PSF <br />15.0 PSF <br />0.0 FT <br />1.15 <br />7 PLF <br />6.33 FT <br />450 PLF <br />292 PLF <br />742 PLF <br />900 PSI <br />180 PSI <br />1600000 PSI <br />SB0000 PSI <br />625 PSI <br />1242 PSI <br />207 PSI <br />3715 FT-LB <br />1764 <br />3:�.89 <br />4a.91 <br />12.93 <br />32.38 <br />39.67 <br />230.84 <br />LB <br />IN3 <br />IN3 <br />IN2 <br />IN2 <br />IN4 <br />IN4 <br />