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Multi-Laaded Beamf 20031nternational Residential Code (01 NDS)1 Ver: 6.00.7 <br />By: Je(frey deRoulel , Architects NoAhwest on: 05-12-2005 : 08:1729 AM <br />Proiect: M3094A2FU-ODB - Location: 12 KITCH WIND. HDR <br />Summary: <br />525 IN x 9.5 IN x 6.33 FT / 2.OE Parellam - Trus Joist-MacMillan <br />Section Adequate By: 143.3% Controlling Factor: Moment of Inertia / Depth Requiied 7.06 In <br />Center Span Deflections: <br />Dead Load: DLD-Center= <br />Live Load: LLD-Center= <br />Tolal Load: TLD-Center= <br />Cenler Span Lefl End Reactions (Support A): <br />Live Load: LL-Rxn-A= <br />Dead Load: DL-Rxn-A= <br />TotalLoad: TL-Rxn-A= <br />Bearinp Lenpth Raquired (8eam only, support capacity not checked): BL-A= <br />Center Span Ripht End Reactions (Support B): <br />Live Load: LL-Rxn-B= <br />Dead Load: DL-Rxn-B= <br />TotalLoad: TL-Rzn-B= <br />Bearing Length Required (Beam only, support capacity not checked): BL-8= <br />Beam Data: <br />CenterSpan Lenpth: Lz= <br />Center Span Unbraced Lenpth-Top of Beam: Lu2-Top= <br />Center Span Unbraced Length-Botlom of Beam: Lu2-Boltom= <br />Live Load Duration Faclor: Cd= <br />Live Load Detlect. Crileria: . U <br />Total Load Deflect. Criteria: U <br />Center Span Loadinc�: <br />Uniform Load: <br />Live Load: W�'Z- <br />Dead Load: wD-2= <br />Beam Self WeighL BSW= <br />Total Load: wT-z= <br />Poinl Load 1 <br />Live Load: P��•2= <br />Dead Load: PD1-2= <br />Localion (From le(t end ot span): X�-2= <br />Trapezoidal Load 1 <br />Left Live Load: TRL-Left-1-2= <br />Lefl Dead Loacl: TRD-Left-1-2= <br />Ripht Live Load: TRL-Ripht-l-2= <br />Ripht Dead Lo;3d: TRD-Right-l-2= <br />Load Start: A��-2= <br />Load End: B-�-z= <br />Load Lenqth: �-�-z= <br />PropeAies For: 2.OE Parallam• Trus Joist-MacMillan <br />Bendinp Slress,: Fb= <br />Shear Stress: F�= <br />Modulus o( Elasticily: E_ <br />Stress Perpendicuiar to Grairr. Fc_perp= <br />Adjusled PropeAies <br />Fb' (Tension): Fb'= <br />Adjustmenl Factors: Cd=1.00 CI=1.00 Cf=1.03 <br />Fv': F� _ <br />Adiustmenl Factors: Cd=1.00 <br />Design Requirements: <br />Conirollinp MomenL <br />2.722 Ft from lefl support of span 2(Center Span) <br />Critical moment created by combining all dead loads and live loads on span(s) 2 <br />Controllinp Shear. <br />Al a distance d from left suppoA o( span 2(Center Span) <br />Critical shear created 6y combining all dead loads and live loads on span(s) 2 <br />Compaiisons Wilh Required Sections: <br />Section Modulus (Moment): Sreq= <br />S= <br />Areq= <br />A= <br />Ireq= <br />M= <br />V= <br />Area (Shear): <br />Moment of Inertia (Deflection): <br />0.02 IN <br />0.04 IN = U1869 <br />0.07 IN = U1168 <br />2545 <br />1533 <br />4078 <br />1.04 <br />2355 <br />1402 <br />3757 <br />0.95 <br />LB <br />LB <br />LB <br />IN <br />LB <br />LB <br />LB <br />IN <br />6.33 FT <br />1.33 FT <br />6.33 FT <br />1.00 <br />360 <br />480 <br />294 PLF <br />154 PLF <br />16 PLF <br />464 PLF <br />1347 LB <br />846 LB <br />1.67 FT <br />363 PLF <br />278 PLF <br />363 PLF <br />218 PLF <br />1.67 FT <br />6.33 FT <br />4.66 FT <br />2900 PSI <br />290 PSI <br />2000000 PSI <br />750 PSI <br />2972 PSI <br />290 PSI <br />6755 FT-LB <br />3726 LB <br />27.27 IN3 <br />78.97 IN3 <br />19.27 IN2 <br />49.88 IN2 <br />154.77 IN4 <br />375.70 IN4 <br />