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Multi-Loaded Beamf z003 International Residentia� Code (Ot NDS)1 Ver: 6.00.7 <br />Bv: Jeffrey deRoulet , Architeds Northwest on: 05-12-2005 : 08:17:32 AM <br />Proiect: M3094A2FU-ODB - Location: 17 PANTRY DR. HDR <br />Summary: <br />3.5 �N x 11.875 IN x 6.83 FT I 2.OE Parallam - Trus Joist-MacMillan <br />Section Adequata By: 305.5% Controlling Factor: Area / Depth Required 7.34 In <br />Center Span DeBections: <br />Dead Load: DLD•Center= 0.01 IN <br />Live Load: LLD-Center- 0.03 IN = Ll2869 <br />TotalLoad: TLD-Center- 0.04 IN = U2029 <br />Center Span Lefl End Reactions (Support A): <br />Live Load: <br />Dead Load: <br />Total Load: <br />Bearinp Lenplh Required (Beam only, support capacity nol checked): <br />Center Span Riqht End Reactions (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 Lenpth-Top ot Beam: Lu2-Top= <br />Center Span Unbraced Length-Bottom of Beam: Lu2-BoltCd= <br />Live Load Duration Faclor: U <br />Live Load DeOecL Criteria: U <br />Totat Load Deflect. Criteria: <br />Center Span Loading: <br />Unitorm Load: <br />Live Load: <br />Dead Load: <br />Beam Self Weight: <br />Total Loa�: <br />Properties For: 2.OE Parallam- Trus Joist-MacMillan <br />Bendinp Stress: <br />Shear Slress: <br />Modulus of Elasticitv: <br />Stress Perpendicular lo Grain: <br />Adjusted Properties <br />Fb' (Tension): <br />Adjustment Factors: Cd=1.00 CI=1.00 Cf=1.00 <br />wL•2= <br />wD-2= <br />BSW= <br />wT-2= <br />Fb= <br />Fv= <br />E_ <br />Fc_perp= <br />Fb'= <br />Fv': <br />Adiuslment Factors: Cd=1.00 <br />Design Requiremenls: <br />CoNrollinp MomenC <br />3.415 Ft from lett s�pport 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 />At a distance d from ripht support of span 2(Cenler Span) <br />Crilical shear created by combining all dead loads and live loads on span(s) 2 <br />Comparisons With Required Sections: <br />Section Modulus (Moment): <br />Area (Shear): <br />Momen� o( Inertia (Deflection): <br />Fv'= <br />M= <br />V= <br />Sreq= <br />S= <br />Areq= <br />A= <br />Ireq= <br />1947 LB <br />806 LB <br />2752 LB <br />1.05 IN <br />1947 LB <br />806 LB <br />2752 LB <br />1.05 IN <br />6.83 FT <br />1.3� FT <br />6.83 FT <br />1.00 <br />36C <br />480 <br />570 PLF <br />223 PLF <br />13 PLF <br />806 P! F <br />2900 PSI <br />290 PSI <br />2000000 PSI <br />750 PSI <br />2892 PSI <br />290 PSI <br />4700 FT•LB <br />1982 <br />19.50 <br />82.26 <br />10.25 <br />41.56 <br />115.54 <br />488.41 <br />LB <br />IN3 <br />IN3 <br />IN2 <br />IN2 <br />IN4 <br />IN4 <br />