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Rc{ eam( 2006 Intemational Residential Code (O5� S)1 Ver: 7.01.14 <br />By: ., Area Home Planners on: 09-11-2008 :�..41:27 AM <br />Proi��� CAL FERGUSON GARAGE - Location: 4' HDR ROOF BM @ ENTRY <br />Summary: <br />3.5 IN x 7.25 IN x 4.33 FT I#2 - Douplas-Fir-Larch - Wet Use <br />Section Adequale By: 68.5% Controlling Factor: Section Modulus / Depth Required 5.59 In <br />DeFlections: DLD= <br />Dead Load: LLD= <br />Live Load: TLD= <br />iolal Load: <br />Reaclions !Each End): LL-Rxn= <br />Live Load: DL-Rxn= <br />Dead Load: TL-Rxn= <br />Total Load: g�= <br />Bearing Lenglh Required (Beam only, support capacity not checked): <br />Beam Data: L= <br />Span: Lu= <br />Maximum Unbraced Span: Rp= <br />Pitch Of Roof: V <br />Live Load Deflecl. Criteria: U <br />Total Load Deflect. Crileria: <br />Roof Loadinp: LL1= <br />Roof Live Load-Side One: DL1= <br />Roof Dead Load-Side One: �yy�= <br />TributaN widlh-Side One: ��_ <br />Roof Live Load-Side Two: p�= <br />Roof Dead Load-Side Two: �2= <br />Tributary W idth-Side Two: �_ <br />Roof G�iration Factor: ggyy_ <br />Beam Self Weipht: <br />Slope/Pitch Adiusted Lenaths and Loads: Lad'I= <br />Adjusled Beam Lenqth: yy�= <br />Beam Unitorm Live Load: wD adi= <br />Beam Uniform Dead Load: -WT_ <br />Totai Uniform Load: <br />Properties For: #2- �ouplas-Fir-Larch Fb= <br />Bendinq Stress: F�= <br />Shear Stress: E- <br />Moduius of Elasticity: E-Min= <br />Adlusted Modulus of Elasticity: F���= <br />Slress Perpendicular lo Grain: <br />Adjustad Properties Fb'= <br />Fb' (Tensian): <br />Adjustment Factors: Cd=1.15 Cm=0.85 CF=1.30 F�,_ <br />Fv': <br />Adjuslment Faclors: Cd=1.15 Cm=0.97 <br />E'; <br />E-Min': <br />Adiustment Factors: Cm=0.90 Ci=1.00 <br />Fc'�erp. <br />Adiustment Factors: Cm=0.90 Ci=1.00 <br />Design Requirements: <br />Controllinq Momenl: <br />2.165 ft trom left suppoA <br />Critical moment crealed by combining all dead and live loads. <br />Controllinc Shear. <br />Al a dislance d from support. <br />Crilical shear created by combining all dead and live loads. <br />Comparisons With Required Sections: <br />Seclion M.odulus (Moment): <br />Area (Shear): <br />Moment of Inertia (Deilection): <br />E'= <br />E-Min = <br />Fc',perp= <br />M= <br />V= <br />Sreq= <br />S= <br />Areq= <br />A= <br />Ireq= <br />0.07 IN <br />0.02 IN =1J2337 <br />0.04 IN = L11421 <br />974 LB <br />628 LB <br />1602 LB <br />1.09 �N <br />4.33 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 />�i PLF <br />4.33 FT <br />450 PLF <br />290 PLF <br />740 PLF <br />900 <br />1B0 <br />1600000 <br />580000 <br />625 <br />1144 <br />201 <br />1440000 <br />5220�0 <br />419 <br />PSI <br />PSI <br />PSI <br />PSI <br />PSI <br />PSI <br />PSI <br />P51 <br />PSI <br />PSI <br />1735 FT-LB <br />1186 LB <br />18.20 <br />30.66 <br />B.B6 <br />25.38 <br />14.08 <br />�11.15 <br />IN3 <br />IN3 <br />IN2 <br />IN2 <br />IN4 <br />IN4 <br />