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Multi-Loaded Beamf �003 International Residential Code (01 NDS)1 Ver: 6.00.7 <br />By: Jeffrey deRoulet , Architeqs Northv, :st on: 05-12-2005 : 08:17:33 AM <br />proied: M3094A2FU-ODB - Location: 78 NOOKlKITCHEN <br />Summary: <br />7.0 IN x 11.675 IN x 14.42 FT / 2.OE Parallam - Trus Joist-MacMillan <br />Section Adequale By: 30.2% Controlling Fador: �Noment of Inertia / Depth Required 10.88 In <br />Center Span Deflections: <br />Dead Load: <br />Live Load: <br />Total Load: <br />Center Span LeR End Reactions (Support A): <br />Live Load: <br />Dead Load: <br />Total Load: <br />Bearinp Lenqth Required (Beam oniv, support capacity not 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 ne? checked): <br />Beam Data: <br />Center Span Lenuth: <br />Center Span Unbraced Lenplh-Too of Deam: <br />Center Span Unbraced Length-Bottom of Beam: <br />Live Load Duration Faclor: <br />Live Load Deflect. Criteria: <br />Total Load Deflect. Criteria: <br />CenterSpan Luading: <br />Unifonn Load: <br />Live Load: <br />Dead Load: <br />Beam Self Weight: <br />Total Load: <br />Foint Load 1 <br />Live Load: <br />Dead Load: <br />Location (From left end of span): <br />Trapezoidal Load 1 <br />Left Live Load: <br />Left Dead Load: <br />Riphl Live Load: <br />Riqht Dead Load: <br />Load Start: <br />Load End: <br />Load Lenpth: � <br />Properties For: 2.OE Parallam- Trus Joist-MacMillan <br />Bendinp Siress: <br />Shear Stress: <br />Modulus of Elasticity: <br />Stress Perpendicutar to Grain: <br />Adjusted Properties <br />Fb' (Tension): <br />Adjustmenl Faclors: Cd=1.0U CI=1.00 Ci=1.00 <br />DLD-Center- <br />LLD•Center= <br />TLD-Center- <br />LL-Rxn-A= <br />DL•Rxn-A= <br />TL-Rxn-A= <br />BL-A= <br />LL-Rxn•8= <br />DL-Rxn-B= <br />TL-Rxn-B= <br />BL-8= <br />L2= <br />Lu2-Top= <br />Lu2-8ottom= <br />Cd= <br />u <br />u <br />wL-2= <br />wD-2= <br />BSW= <br />wT-2= <br />PL1-2= <br />PD1-2= <br />X1-2= <br />TRL-Left-1-2= <br />TRD-Lefl-1-2= <br />TRL-Riphl-l-2= <br />TRD-Right-l-2= <br />A-1-2= <br />B-1-2= <br />C•1-2= <br />F6= <br />Fv= <br />E_ <br />Fc_perp= <br />Fb'= <br />Fv': <br />Adiustmenl Factors: Cd=1.00 <br />Desiyn Requirements: <br />Controllinp Mament: <br />5.48 Ft from le(t support of span 2(Center Span) <br />Criticai moment created by combining all dead loads and live loads on span(s) 2 <br />Controllinp Shear. <br />Al a distance d from left support of �pan 2(Center Span) <br />Critical shear created by combining ali dead loads and live loads on span(s) 2 <br />Comparisons With Required Sections: <br />Section 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 />lieq= <br />0.10 IN <br />0.17 IN = U994 <br />028 IN = L/625 <br />2196 LB <br />1502 LB <br />3699 LB <br />0.70 IN <br />1477 LB <br />894 LB <br />2372 LB <br />0.45 IN <br />14.42 FT <br />1.33 FT <br />14.42 FT <br />t .00 <br />i 360 <br />480 <br />54 PLF <br />14 PLF <br />26 PLF <br />94 PLF <br />2895 LB <br />1300 LB <br />5.42 FT <br />0 PLF <br />80 PLF <br />0 PLF <br />89 PLF <br />0.0 FT <br />6.5 FT <br />6.5 fT <br />2900 PSI <br />290 P51 <br />2000000 PSI <br />750 PSI <br />2901 PSI <br />290 PSI <br />17405 FT-LB <br />3548 <br />72.01 <br />164.52 <br />18.35 <br />83.13 <br />750.39 <br />976.83 <br />LB <br />IN3 <br />IN3 <br />IN2 <br />IN2 <br />IN4 <br />IN4 <br />