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Multi-Loaded Beam( 2003 International Residential Code (01 NDS) 1 Ver: 6.00.7 <br />By: Jeftrev deRoulet , Architeds NoAhwest on: 05-12•2005 : 08:17:34 AM <br />Proled: M3094A2FU-ODB - Localion: 20 FAMILY SIDE <br />Summary: <br />5.25 IN x 14.0 IN x 15.5 FT / 2.OE Parallam - Trus Joist-Mar.Millan <br />Section Adequate By: 51.2% Conlrolling Factor: Moment oi Inertia / Depth Required 12.2 In <br />Center Span Detlectiuns: DLD-Center- <br />Dead Load: <br />Live Load: LLD-Center- <br />Total Load• TLD-Center- <br />Center Span Lefl End Reactions (Support A): LL-Rxn-A= <br />Live Load: DL-Rxn-A= <br />�ead Load: TL-Rxn-A= <br />Total Load: <br />Bearinp Lenpth Required (Beam only, support capacity nol checked): BL-A= <br />Center Span Riqht End Reactions (Support B): LL-Rxn-B= <br />Live Load: DL-Rzn-B= <br />Dead Load: TL-Rxn•8= <br />Total Load: <br />Bearing Length Required (Beam only, support capacity nol cnecked): BL-B= <br />Beam Data: L2_ <br />Center Span Lenqth: Lu2-Top= <br />Center Span Unbraced Lenqth-Top of Beam: Lu2-Bottom= <br />Center Span Unbraced Length-Boltom of Beam: Cd= <br />Live Load Duration Factor: U <br />Live Load De9ecL Criteria: V <br />Total Load Deflect. Crileria: <br />Center Span Loading: <br />Uniform Load: ,N��z- <br />Live Load: wD_2_ <br />Dead Load: BSW_ <br />Beam Self Weighl: <br />Tolal Load: wT-2= <br />Point Load 1 P��.Z_ <br />Live Load: PD1_z_ <br />Dead Load: x�_Z- <br />Location (From left end of span): <br />Point Load 2 P�2_z- <br />Live Load: P�Z�2- <br />Dead Load: XZ_Z- <br />Location (From left end of span): <br />Trapezoidal Load 1 TRL-Left-1-2= <br />Le(t Live Load: <br />Left Dead Load: TRD-Left-1-2= <br />Riqhl Live Load: TRL•Ripht-t-2= <br />Ripht Dead Load: TRD-Righl-l-2= <br />Load Start: A-�'Z- <br />Load End: B'1-2- <br />Load Lenqth: �-��2- <br />Trapezoidal Load 2 TRL•Left-2-2= <br />Lefl Live Load: <br />Left Dead Load: TRD-LeH-2-2= <br />Ripht Live Load: TRL•Riqht-2-2= <br />Ripht Dead Load: TRD-Righ42-2= <br />Load Start: A-Z-2- <br />Load End: B"2�2- <br />Load Lenplh: �'Z-z- <br />II T J ' t-MacMillan <br />0.13 <br />0.13 <br />0.26 <br />1643 <br />1680 <br />3323 <br />0.84 <br />2022 <br />1883 <br />3905 <br />0.�39 <br />15.5 <br />1.33 <br />15.5 <br />1.00 <br />360 <br />480 <br />54 <br />94 <br />23 <br />171 <br />IN <br />IN = L/1424 <br />IN = U726 <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 />169 LB <br />123 LB <br />0.83 FT <br />182 LB <br />131 LB <br />5.17 FT <br />222 PLF <br />134 PLF <br />222 PLF <br />134 PLF <br />0.0 FT <br />0.83 FT <br />0.83 FT <br />222 <br />134 <br />222 <br />134 <br />5.17 <br />15.5 <br />10.33 <br />PLF <br />PLF <br />PLF <br />PLF <br />FT <br />FT <br />FT <br />Properties For. 2.OE Para am• rus ois Fb= 2900 PSI <br />Bendinq Slress: <br />Shear Stress: Fv= 290 PSI <br />Modulus of Elasticity: E= 2000000 PSI <br />Stress Perpendicular to Grain: Fcyerp= 750 PSI <br />Adjusted Properties Fb'= 2845 PSI <br />Fb' (Tension): <br />Adjustmenl Factors: Cd=1.00 CI=1.00 Cf=0.98 FJ= 290 PSI <br />Fv': <br />Adiustment Factors: Cd=1.00 <br />Design Requiremenis: <br />Controllinq Moment: <br />8.06 Ft from le(t support o( span 2(Cenler 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 ripht support of span 2(Center Span) <br />Critical shear created by combining all dead loads and live loads on span(s) 2 <br />Comparisons With Required Seclions: <br />Section Modulus (�4ament): Sreq= <br />5= <br />Areq= <br />M= 14468 FT-LB <br />V= 3333 LB <br />Area (Shear): <br />61.02 IN3 <br />171.50 IN3 <br />17.24 IN2 <br />