1230 MADRONA AVE 2016-01-01 MF Import

Multi-Loaded Beamf 20031nlernational Residential Code (01 NDS)1 Ver: 6.00.7 By: JeHrey deRoulet , Architects NoAhwest on: 05-12-2005 : 08:1735 AM Prolad: M3094A2FU-ODB- Location: 21 FAMILY SIDE WIND. HDR Summary: 5.5 iN x 7.5 IN x 5.33 FT /#1 - Douplas Fir•Larch - Drv Use Section AdeQuate By: 506.1% Controlling Factor: Section Modulus/ Depth Required 3.54 In Center Span Deflections: Dead Load: Live Load: Total Load: Center Span Left End Reactions (Support A): Live Load: Dead Load: Total Load: Bearinp Lenpth Required (Beam only, support capacity nol checked): Cenler SDan Riqht End Reactions (Support B): Live Load: Dead Load: Total Load: Bearing Lengtli Required (Beam only, suppoA capacily not checked): �eam Data: Center Span Lenpih: Cenler Span Unbraced Lenplh-Top of Beam: Cenler Span Unbraced Length-Bottom of Beam: Live Load Duration Factor: Live Load Deflecl. Criteria: Total Load Detlect. Criteria: Center SDan Loading: Uniform Load: Live Load: Dead Load: Beam Self Weight: Total Load: TrapezoidalLosd 1 Lefl Live Load: Left Dead Load: Riqht Live Load: Ripht Dead Load: Load Start: Load End: Load Lenqth: Trapezoidal Load 2 Left Live Load: Lett Dead Load: Riqht Live Load: Ripht Dead Load: Load Start: Load End: Laad Lenpth: Properties For: #1- Douplas Fir-Larch Bendinp Slress: Shear S�ress: Modulus of Elasticity: Stress Perpendicular to Grain: Adjusted ProDerties Fb' (Tensionl: Adjustment Faclors: Cd= � 00 CI=1.00 Cf=1.00 DLD-Center- LLD-Center- TLD-Center= LL-Rxn-A= DL-Rxn-A= TL-Rxn-A= BL-A= LL-Rxn-B= DL-Rxn-B= TL-Rxn-B= BL-B= L2= Lu2-Tap= Lu2-Bottom= Cd= v U wL-2= wD•2= BSW= wT-2= TRL-Lefl•1-2= TRD-Left-1-2= TRL-Riqht•t-2= TRD-Right-l-2= A-1-2= B-1-2= C-1-2= TRL-Lefl-2-2= TRD-Lefl-2-2= TRL-Ripht-2-2= TRD-Right-2-2= A•2-2= 8-2-2= C-2•2= Fb= Fv= E_ Fc�erp= Fb'= Fv': Adjustment Faclors: Cd=1.00 Design Requiremenls: Controllinp Moment: 2.772 Ft from left supPort o( span 2(Center Span) Critical moment created by combining all dead loads and live loads on span(s) 2 Controllinp Shear: At a distance d(rom riqht support of span 2(Center SpaN Critical shear created by combining all dead loads and live loads on span(s) 2 Comparisons With Required Seclions: Seclion Modulus (Moment): Sreq= S= Areq= A= Ireq= Fv'= M= V= Area (Shear)• Moment of Inertia (Defleclion): 0.00 IN 0.01 IN = U7063 0.01 IN = U4564 380 LB 206 LB 585 LB 0.17 IN 435 LB 240 LB 674 LB 0.20 IN 5.33 1.z3 5.91 1.00 360 480 54 14 10 7B 64 38 119 72 0.0 3.92 3.92 119 72 119 72 3.92 5.33 1.41 1200 170 1600000 625 1199 170 850 516 8.51 51.56 4.56 4125 20.34 193.36 FT FT FT PLF PLF PLF PLF PLF PLF PLF PLF FT FT FT PLF PLF PLF PLF FT FT FT PSI PSI PSI PSI PSI PSI FT-LB LB IN3 IN3 IN2 IN2 IN4 IN4