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Multi-Loaded Beamf 2003 International Residenlial Code (01 NDS)1 Ver: 6.00.7 <br />By: JeHrey deRoulet , Architecls Northwest on: 05-12-2005 : 08:1724 AM <br />Proiect: M3094A2FU-ODB - Location: 04 BEDRM 2 8 3 WIND. HDR <br />Summary: <br />5.5 IN x 7.5 IN x 6.33 FT /#1 - Douplas Fir-Larch - Dry Use <br />Section Adequate By: 559.3% Contro�ling Factor: Section Mod�alus! Deplh Required 3.65 In <br />Center Span DeFledions: DLD-Center- <br />Dead Load: LLD•Center- <br />Live Load: TLD-Center- <br />Total Load: <br />Center Span Left End Reactions (SuppoA A): LL-Rxn-A= <br />Lrve Load: DL-Rzn-A= <br />Dead Load: TL-Rxn-A= <br />Total Load: <br />Bearinp Lenqlh Required (Beam only, support capacity not checked): BL•A= <br />Center Span Ripht End Reactions (Support B): LL-Rxn•B= <br />Live Load: DL-Rxn-B= <br />Dead Load: TL-Rxn•B= <br />Total Load: <br />Bearing Length Required (Beain only, support capacity not checked): BL-B= <br />Beam Data: Lz_ <br />Center Span Lenpth: <br />Center Span Unbraced Lenqth-Top ot Beam: Lu2-Top= <br />Center Span Unbraced Length-Bottom of Beam: Lu2•Bottom= <br />Live Load Duration Factor. Cd= <br />Live Load Detlect. Criteria: � � <br />Total Load Deflect. Criteria: U <br />Center Span Loading: <br />Uniform Load: W� 2_ <br />Live Load: <br />Dead Load: wD-z- <br />Beam Self Weight: BSW- <br />Total Load: WT-2- <br />Properties For: #1- Douqlas Fir-Larch <br />Bendinp Slress: Fb= <br />Shear Stress: F�- <br />Modulus of E�asticitV: E- <br />Stress Perpendicular to Grain: Fc oerp= <br />Adjusted Properties <br />Fb' (Tension): Fb'= <br />Adjustment Factors: Cd=1.00 CI=1.00 Ci=1.00 <br />Fv : F� - <br />Adlustment Factors: Cd=1.00 <br />Design Requirements: <br />CoNrolling Moment: � <br />3.165 Ft (rom left support of span 2(Center Span) <br />Critical moment created by combining all daad loads and live loads on span(s) 2 <br />Controllinq Shear: <br />At a distance d trom left support ot span 2(Cenler Span) <br />Critical shear created by combining all dead loads and live Inads on span(s) 2 <br />Comparisons Wilh Required Sections: <br />Sectio:i Modulus (Moment): Sreq= <br />S= <br />Areq= <br />A= <br />Ireq= <br />V= <br />Area (Shear): <br />Moment of Inertia (Deflection): <br />0.01 <br />0.01 <br />0.02 <br />288 <br />206 <br />494 <br />0.14 <br />[88 <br />206 <br />494 <br />0.14 <br />6.33 <br />1.33 <br />6.33 <br />1.00 <br />360 <br />480 <br />91 <br />55 <br />10 <br />156 <br />1200 <br />170 <br />1600000 <br />625 <br />1199 <br />iiU <br />IN <br />IN = U7150 <br />IN = U4170 <br />L8 <br />LB <br />LB <br />IN <br />LB <br />LB <br />LB <br />IN <br />� <br />� <br />FT <br />PLF <br />PLF <br />?LF <br />PLF <br />PSI <br />PSI <br />PSI <br />PSI <br />PSI <br />PSI <br />'/8t FT-LB <br />405 LB <br />7.82 IN3 <br />51.56 IN3 <br />3.57 IN2 <br />41.25 IN2 <br />22.26 IN4 <br />193.36 IN4 <br />