1230 MADRONA AVE 2016-01-01 MF Import

Mulli-Loaded R^amf 2003 International Residential Code (01 NDS) j Ver: 6.00.7 gy; Jeffrey ..aRoulet , Archite�is Northwesl on: 05-12-2005 : 08:17:25 AM Prolect M3094A2FU-ODB - Localion: 06 FRONT PORCH Summary: 3.5 IN x 925 IN x 7.33 FT /#2 - Douplas Fir-Larch - Dry Use Sedion Adequate By: 306.5°/a Controlling Factor: Section Modulus / Uepth Required 4.98 In Center Span Deflections: Dead Load: OLD-Center- Live Load: LLD-Center- Total Load: TLD-Center= Center Spen Left End Reactions (Support A): Live Load: LL-Rxn•P= Dead Load: DL-Rxn-A= Total Load: TL-Rxn-A= 8earinQ Lenpth Required (Beam onlv, support capacity not checked): BL-A= Cenler Span Right End Reactions (Support B): Live Load: LL-Rxn-B= Dead Load: DL-Rxn-6= Totai Load: TL-Rxn•B= Bearing Length Required (6eam only, support capacity not checked): BL-B= Beam Dala: CenlerSpan Lenpth: L2- Center Span Unbraced Lenqth-Top of Beam: l_u2-Top= Center Span Unbraced Lenglh-Botrom of Beam: W2-Botlom= Live Load Duration Faclor: Cd= Live Load DetlecL Criteria: U Total Load Deflect Criteria: U Center Span Loading: Uniform Load: Live Load: 'N�-Z- Dead Load: wD"z- Beam Self WeighL• BSW= Totai Load: wT'z- TrapezoidalLoad 1 Left Live Load: TRL-Left-t-2= Lefl Dead Load: TRD-Left-1-2= Riqhl Live Load: TRI: Riqht-t-2= Ripht Dead Load: TRD-Right-l-2= Load StaA: A"�'Z' Load End: B"t"2- Load Lenqth: C'1'z- Trapezoidal Load 2 Lett Live Load: TRL-Left-2-2= Le(t Dead Load: TRD-Left-2-2= Ripht Live Load: � TRL-Ripht-2-2= Ripht Dead Load: TRD-Right-2-2= Load �tart: A'2'2- Load End: � B'Z'Z' Load Lenpth: �"2"2- Properties For: #2- Douq�as Fir-Larch " Bendinp Slress: Fb= Shear Siress: � F�= Modulus of Elasticily: E- Slress Perpendicular to Grain: Fc�erp= Adjusted Properties Fb' (Tension): Fb'= Adjustment Faclors: Cd=1.00 CI=1.00 Cf=1.20 Fv': F��= Adiusiment Factors: Cd=1.00 7esign Requirements: Controlling MomenC 3.665 Ft from lefl support of span 2(Center Span) Crifical moment created hy combining all dead loads and live loads on span(s) 2 Conirollinp Shear: At a distance d from ripht support of span 2(Center Span) Critical shear created by combining all dead loads and live loads on span(s) 2 Comparisons With Required Sec�ions: Ser,tion Modulus (MomenQ: Area (Shear): Mement of Inertia (Delleclion): M= V= 0.01 0.02 0.03 330 227 557 0.25 330 227 557 0.25 7.33 1.33 7.33 1.00 360 480 IN IN = U5188 IN = U3084 LB LB LB IN LB LB LB IN FT FT FT 0 PLF 0 PLF 8 PLF 8 PLF 67 PLF 40 PLF 113 PLF 68 PLF 0.0 FT 3.67 FT 3.67 fT 113 PLF 68 PLF 67 PLF 40 PLF 3.67 FT 7.33 FT 3.66 FT 900 PSI 180 PSI 1600000 PSI 625 PSI 1078 PSI 180 PSI 1103 FT-LB 467 LB Sreq= 12.28 IN3 S= 49.91 IN3 Areq= 3.89 IN2 A= 32.38 IN2 Ireq= 35.92 IN4 1= 230.84 INA