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Multi-Leaded Beamf 2003 Inlemational Residential Code (01 NDS)1 Ver: 6.00.7 <br />By: Jeftrev deRoulet , Architeds Northwest on: OS-12-2005 : 08:77:35 AM <br />Proiect: M3094A�FU-ODB - Location: 22 FAMILY FRONT WIND. HDR <br />Summary: <br />5.25 IN x 9.5 IN x 5.33 FT ! 2.OE Parailam - Trus Joist-MacMillan <br />Section Adequate 8y: 156.6% Controlling Factor: Area / Depth Required 5.73 In <br />Center Span Deflections: <br />Dead Load: CLD-Center- 0.01 IN <br />Live Load: lLD-Center- 0.02 IN = L/3608 <br />Total Load: TLD-Center- 0.03 IN = U2192 <br />Center Span Left End Reactions (Support A): <br />Live Load: <br />Dead Load: <br />Total Load: <br />Beariny Lenptn Required (Beam or,ly, support capacity not checked): <br />Center Span Riphi End Reaclions (Support B): <br />Live Load: <br />Dead Load: <br />Total Load: <br />Bearing Lenglh Required (Beam only, support capacity not checked): <br />B D ta� <br />LL-Rxn-A= <br />DL-Rxn-A= <br />TL-Rxn•A= <br />BL-A= <br />LL-Rxn-B= <br />DL•Rxn-B= <br />TL-Rxn-B= <br />BL•B= <br />eam a . <br />Center Span Lenpth: �- <br />Center Span Unbraced Lenqth-Top of Beam: Lu2-Top= <br />Center Span Unhraced Length-Bottom of Beam: Lu2-Bottom= <br />Live Load Duration Faclor: Cd= <br />Live Load Deflect. Criteria: U <br />Total Load Deflect. Criteria: U <br />Center Span Loading: <br />Uniform Load: <br />Live Load: <br />Dead Load: <br />Beam Self Weight: <br />Tolal Load: <br />Poinl Load 1 <br />Live Load: <br />Dead Load: <br />Location (From Ieft end of span): <br />Tra zoidal Load 1 <br />1451 LB <br />766 LB <br />2218 LB <br />0.56 �N <br />2542 LB <br />1814 LB <br />4357 LB <br />1.11 IN <br />5.33 FT <br />1.33 FT <br />5.33 FT <br />1.00 <br />360 <br />480 <br />wL-2= 0 PLF <br />wD-2= 0 PLF <br />BSW= 16 PLF <br />wT-2= 16 PLF <br />PL1-2= 1643 LB <br />PD1-2= 1680 LB <br />X1-2= 4.17 FT <br />Pe TRL-LeH-1-2= <br />Left Live Load: <br />Left Dead Load: TRD-Left-1-2= <br />Ripht Live l.oad: TRL-Ripht-1•2= <br />Riqht Dead Load: TRD•Righl-l-2= <br />Load Start: A'�'2- <br />Load End: B"1"z- <br />Load Lenq�h: � C'1"2- <br />Trapezoidal Load 2 <br />Left Live Load: TRL-Lefl-2-2= <br />Lefl Dead Load: TRD-Left-2-2= <br />Ripht Live Load: TRL-Riqht-2-2= <br />Riqht Dead Load: TRD-Right-2-2= <br />Load Start: A'Z"z- <br />�oad End: B'2'2- <br />Load Lenqth: �'2'z- <br />Trapezoidal Load 3 <br />Lefl Live Load: TRL-Left-3•2= <br />Left Dead Load: TRD•Lefl-3-2= <br />Ripht Live Load: � TRL-Ripht-3-2= <br />Ripht Dead Load: TRD-Right3-2= <br />Load Start: A"3"Z- <br />Load End: B"3"Z' <br />Load Lenqlh: C-3•2= <br />Trapezoidal I_oad A <br />Left I_ive Load: TRL-Left-4-2= <br />Left Dead Load: TRD-LeN-4-2= <br />Riqht Live Load: TRL-Riqht•4-2= <br />Ripht Dead Load: TRD-Right-4-2= <br />Load Start: A'd"2' <br />Load End: B'4'z- <br />Load Lenplh: �'4"z- <br />PropeAies For: 2.OE Parallam- Trus Joist-MacMillan <br />Bendinq Stress: <br />Shear Slress: <br />Modulus of Elasticiry: <br />Stress Perpendicular to Grain: <br />Adjusted Properties <br />Fb' (Tension): <br />Adjus�ment Pactors: Cd=1.00 CI=1.00 Cf=1.03 <br />Fv'. <br />Fb= <br />Fv= <br />E= <br />Fc_perp= <br />Fb'= <br />Fv'= <br />320 <br />80 <br />320 <br />80 <br />0.0 <br />4.17 <br />4.17 <br />500 <br />190 <br />500 <br />190 <br />a.i� <br />5.33 <br />1.16 <br />64 <br />39 <br />113 <br />68 <br />0.0 <br />4.17 <br />a.t7 <br />PLF <br />PLF <br />PLF <br />PLF <br />FT <br />FT <br />FT <br />PLF <br />PLF <br />PLF <br />PLF <br />FT <br />FT <br />FT <br />PLF <br />PLF <br />PLF <br />PLF <br />FT <br />FT <br />FT <br />50 PLF <br />30 PLF <br />66 PLF <br />40 PLF <br />4.17 FT <br />5.33 FT <br />1.16 FT <br />2900 PSI <br />290 PSI <br />2000000 PSI <br />750 PSI <br />2972 PSI <br />290 PSI <br />