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Mulli-Loaded Beamf z003 International Residential Code (01 NDS)1 Ver: 6.00.7 <br />By: Jeffrey deRoulet , Architects Northwest on: 05•12-2005 : 08:17:33 AM <br />Proied: M3094A2FU-ODB - Location: 19 FAMILY/NOOK <br />Summary: <br />525 IN x 11.875 IN x 11.58 FT / 2.OE Parallam - Trus Joist-MacMillan <br />Section Adequale By: 44.7% Controlling Facter: Moment of Inertia / Depth Required 10.5 In <br />Center Span Defledions: DLD-Center- <br />Dezd Load: <br />Live Load: LLD-Center-� <br />Tr,tal Load: TLD-Center- <br />Center Sp;in Left End Reactions (Support A): LL-Rxn-A= <br />Live Load: DL-Rxn-A= <br />Dead Load: TL-Rxn-A= <br />Total Load: B�_A_ <br />Bearinp Lenpth Required (Beam only, support capaciry nol checked): <br />Center Span Ripht End Reactions (Support B): LL-Rxn-B= <br />Live Load: DL-Rxn-B= <br />Dead Lead: <br />TotalLoad: TL-Rxn-B= <br />Bearing Length Required (Beam only, support capacily not checked): B�-g= <br />Deam Data: �Z_ <br />Center Span Lenpth: <br />Center Span Unbraced Lenpth-Top ot Beam: Lu2-Too= <br />Center Span Unbraced Length-Botlom of Seam: Lu2-Botlam= <br />Live Load Duralion Fador: Cd= <br />Live Load Deflect. Criteria: U <br />Total Load DeFlecL Criteria: V <br />Center Span Loading: <br />Uniform Load: <br />Live Load: W�`2- <br />Dead Load: W�-Z- <br />Beam Self Weight: BSW- <br />To�al Load: WT"2- <br />Properties For: 2.OE Parallam- Trus Joist-MacMillan <br />Bendinp Slress: Fb= <br />Shear Siress: F°- <br />Modulus of Elasticity: E- <br />Stress Perpendicular to Grain: Fc_perp= <br />Adjusted Properties Fb'= <br />Fb' (Tension): <br />Adjustment Faclors: Cd=1.00 CI=1.00 Cf=1.00 <br />Fv': F��= <br />Adjustment Factors: Cd=1.00 <br />Design Req�irements: <br />Controlling Moment: <br />5.79 Ft from left support of span 2(Center Span) <br />Critica� momenl crealed by combining all dead loeds and live loads on span(s) 2 <br />Controllinp Shear: <br />At a dislance d from ripht support of span 2(Cenler SpaN <br />Crilical shear created by combining all dead loads and live loads on s�an(s) 2 <br />Comparisor,s'Nith Required Sections: <br />Section Modulus (Moment): <br />Area (Shear): <br />Moment of Inertia (Detleclion): <br />0.06 <br />0.14 <br />0.20 <br />2895 <br />1300 <br />4195 <br />1.07 <br />2895 <br />1300 <br />4195 <br />1.07 <br />11.58 <br />1.33 <br />11.58 <br />i.oa <br />360 <br />480 <br />500 <br />205 <br />19 <br />724 <br />2900 <br />290 <br />2000000 <br />750 <br />2898 <br />IN <br />IN = U1007 <br />IN = U695 <br />LB <br />LB <br />LB <br />IN <br />LB <br />LB <br />LB <br />IN <br />FT <br />FT <br />FT <br />PLF <br />PLF <br />PLF <br />PLF <br />PSI <br />PSI <br />PSI <br />PSI <br />PSI <br />290 PSI <br />12144 FT-LB <br />V= 3524 LB <br />Sreq= 5028 IN3 <br />S= 123.39 IN3 <br />Areq= 18.23 IN2 <br />A= 62.34 IN2 <br />Ireq= 506.17 IN4 <br />1= 732.62 IN4 <br />