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Sheet 1 —� P.01 <br /> Roof Beam(2006 International Building Code(05 NDS)1 Ver.7.01.14 <br /> Project:GROUNDS SLIDING GLASS DOOR©Locatlom Sliding glass doo010: 2 55'19 PM w;� 10/U 00 <br /> Summery: f> <br /> (2) 1.6 IN x 7.25 IN it 6 0 FT 102-Douglas-rir.Lerch-Dry Use <br /> Sectlon Adequate By:48.16/6 Controllino Fedor. Section Modulus I Depth Required 696 In <br /> ' Laminations are to be fully connected to provide uniform transfer of loads to all members <br /> Deflections. <br /> Deed Load. OLD- 0.03 1 <br /> Live Load. LLD- 0.04 iN.U1025 <br /> Total Load, TLD- 0.07 IN•L11060 <br /> Reactions(Each End) <br /> Live load. LL-Rxnr 619 LB <br /> Dead Load DL-Rxn= 446 LB <br /> Total Load. TL-Rxn• 1065 1.13 <br /> Bearing Length Required(Beam only,support capacity not checxed) OL- 0.57 IN <br /> Beam Data, <br /> Span. L■ 6.0 FT <br /> Maximum Unbraced Span' Lu- 0.0 Ff <br /> Pitch Of Roof: RP= 5. 12 <br /> Live Load Deflect Criteria: L/ 1110 <br /> Total Load Deflect Critenr U 120 <br /> Roof Loadlnn. <br /> Roof Live Load-Side OnoLL1- 25.0 PSF <br /> Roof Dead Load-Side One D1.1= 160 PSF <br /> Tributary Width-Side One: TWlz 225 FT <br /> Roof I.:va Load-Side Two: LL2= 26.0 PSF <br /> Roof Dead Load-Slda Two: 01Z• 15.0 PSF <br /> Tributary Width-Side Two TW2• 60 FT <br /> Roof Duration Factor: Cd= 100 <br /> Wall load WALL• 10 PLF <br /> Beam Self Weinhr BSW 5 PLF <br /> Slope/Pilch Adjusted Lengths and Lnads: <br /> Adjusted Beam length: Ladi= 60 FT <br /> Beam Uniform Live Load. wL- 206 PLF <br /> Beam UnHorm Dead Load: wD-ed'- 149 PLF <br /> Total Uniform Load. wr 355 PLF <br /> Properties For,02-Douplas-Fir Larch <br /> Bendinq Stress Fb= 900 PSI <br /> Sheer Stress: Fv= 180 PSI <br /> Modulus of Elasticity En 1600000 PSI <br /> Aclusted Modulus of Elasnuty' E-Min= 580000 PSI <br /> Stress Perpendicular to Grain. Fc�_perp• 626 PSI <br /> Adjusted Properties <br /> rU(Tension)• Fb'- 1080 PSI <br /> Adjustment Factors Cd=1.00 cr.120 <br /> Fv' Fv'= 180 PSI <br /> Adjustment Farlors:Cd=1 00 <br /> Design Requirements <br /> Controllmp Moment M. 1590 FT-LB <br /> 3.011 from left su000d <br /> Critical moment created by nombining all dead and Ilve!Dads. <br /> Conlrollinq Slicer Vo 052 LB <br /> At a distance d from support. <br /> Critical shear created by combining all dead and live keds. <br /> Comparisons With Required Sections <br /> Section Modulus(Moment). Srw 17 75 IN3 <br /> S= 2628 IN3 <br /> Area(Shear), Arw 7.10 IN2 <br /> A- 21.76 IN2 <br /> Moment of Inertia(Deflection). Iraq• 10.78 IN4 <br /> I= 95.27 INA <br /> YS <br />