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Multi-Loaded Beamf 2003 International Residential Code (C7 NDS)1 Ver: 6.00.7 <br />By: JeNrey deRoulet , Architects Northwest on: 05-12-2005 : 08:17:2� AM <br />Proiect: M3094A2FU-ODB - Location: 09 FAMILY REAR WIND. HDR <br />Summary: <br />5.5 IN x 11.5 IN x 3.33 FT /#1 - Doupias F�r-Larch - Dry Use <br />Section Adequate By: 167.9% Controlling Factor: Area / Depth Required 6.19 In <br />Cenler Span Detlections: OLD-Center- <br />Dead Load: LLD-Cenler- <br />Live Load: TLD-Center- <br />Total Load: <br />Center Span Left End Reactions (Support A): <br />Live Load: <br />Dead Load: <br />Total Load: <br />6earinq Lenpth Required (Beam only, support capacity not checked): <br />Center Span Riphl End Reaclions (Support B): <br />Live Load: <br />Dead Load: <br />Total Load: <br />Bearing Length Required (Beam only, support capacity nol checked): <br />LL-Rxn-A= <br />DL-Rxn-A= <br />TL-Rxn-A= <br />BL-A= <br />LL-Rxn-B= <br />DL-Rxn•6= <br />TL-Rxn-B= <br />BL•B= <br />Beam Data. <br />Center Span Lenpth: �- <br />Center Span Unbraced Lenqth-7op of Beam: Lu2-Top= <br />Cenler Span Unbraced Length-Bottom of Beam: Lu2-Bottom= <br />Live Load Duration Factor. Cd= <br />Live Load Deflect. Criteria: U <br />Total Load De9ect. Criteria: U <br />Cenler Span Loading: <br />Uni(orm Load: <br />Live Load: <br />Dead Load: <br />8eam Self Weight: <br />Total Load: <br />Point Load 1 <br />Live Load: <br />Dead Load: <br />Location (From Ieft end of span): <br />d IL dt <br />0.00 IN <br />0.00 IN = L/12039 <br />0.01 IN = U6695 <br />1817 LB <br />1358 LB <br />3175 LB <br />0.92 IN <br />1520 LB <br />1146 LB <br />2666 LB <br />0.78 IN <br />3.33 FT <br />1.33 FT <br />3.33 FT <br />1.00 <br />360 <br />480 <br />wL-2= 395 PLF <br />wD-2= 125 PLF <br />BSW= 15 PLF <br />wT-2= 535 PLF <br />PL1-2= 2022 LB <br />PD1-2= 1883 LB <br />X1-2= 1.42 FT <br />Trapezoi a oa TRL-LeR-1-2= <br />LeR Live Load: <br />Left Dead Load: TRD-Left-1-2= <br />Riqht Live Load: TRL-Ripht-l-2= <br />Riqht Dead Load: TRD-Right-l-2= <br />Load Start: A-1-2- <br />Load End: B'�'Z- <br />Load Lenpth: C-1"2- <br />Properties For: #t- Douqlas Fir-Larch <br />Bendinp Stress: <br />Shear Slress: <br />Modulus of Elasticity: <br />Stress Perpendicular to Grain: <br />Adjusted Properties <br />Fb' (Tension); <br />Adjustment Factors: Cd=1.00 CI=1.00 Cf=1.00 <br />Fh= <br />Fv= <br />E_ <br />Fc�erp= <br />Fb'= <br />Fv': <br />Adiustment Factors: Cd=1.00 <br />Design Requiremenls: <br />Conirollinp Momenl: <br />1.432 Ft from le(t support of span 2(Center Span) <br />Critical moment created by combining all dead loads and live loads on span(s) 2 <br />Controllinq Shear. <br />Al a distance d from lefl support ot span 2(Center SpaN <br />Criticat shear created by combining all dead loads and live loads on span(s) 2 <br />Comparisons With Required Seclions: <br />Sectian Modulus (Moment): <br />Area (Shear): <br />Moment of Inertia (Deflection): <br />Fv'= <br />M= <br />V= <br />Sreq= <br />S= <br />Areq= <br />A= <br />Ireq= <br />0 PLF <br />80 PLF <br />0 PLF <br />80 PLF <br />1.42 FT <br />3.33 FT <br />1.91 FT <br />1350 PSI <br />170 PSI <br />1600000 PSI <br />625 PSI <br />1348 PSI <br />170 PSI <br />3951 FT-LB <br />2676 LB <br />35.16 <br />121.23 <br />23.61 <br />63.25 <br />49.97 <br />697.07 <br />IN3 <br />IN3 <br />IN2 <br />IN2 <br />IN4 <br />IN4 <br />