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Floor J��cd 2003 Intemational Residential Code (01 NDS��, Ver. 8.00.7 <br />Bv: Richard �lake , RWF Architects on: 09-01-2006 : 10:54:33 AM <br />Proiect: dearinger - Location: deck joists <br />Summery: <br />1.5INx9.25INx10.0FT �16O.C.!#2-Ham-Fir-DryUse <br />Section Adequate By: 35.3% Controlling Fador: Section Modulus / Depth Required 7.95 In <br />Center Span Deflections: <br />Dead Luad: DLD-Center- <br />Live Load: LLD-Center= <br />Totel Load: TLD-Center- <br />Center SDan Left End Reaciions (Support A): <br />Live Load: LL-Rxn-A= <br />Dead Load: DL-Rzn-A= <br />Total Load: TL-Rzn-A= <br />BearinC Lenpth Reduired (Beam only, support capacity not checked): BL-A= <br />Center Span Ripht End Readions (Support 8): <br />Live Load: LL-Rxn-B= <br />Dead Load: DL-Rxn-B= <br />TotalLoad: TL-Rxn-B= <br />Bearing Length Required (Beam only, support capacity not checked): BL-8= <br />Joist Data: <br />Center Span Lenqth: �_ <br />Floor sheathinq applied to top of joists-top of joists f�lly breced. <br />Live Load Duretion Fador. Cd= <br />Live Load Oeflect. Criteria: �1 <br />Total Load Deflect. Criteria: U <br />Center Span Loadinp: <br />Uniform Floor Loading: <br />Live Load: LL-2= <br />Dead Load: DL-2= <br />Total Load: TL-2= <br />Total Load Adlusted for Joist Spacing: wT-2= <br />Properties For: M2- Hem-Fir <br />Bendinq Stress: Fb= <br />Shear Stress: Fr- <br />Modulus of ElasticitV: E_ <br />Stress Perpendicular to Grain: Fc-perp= <br />Adjusted PropeAies <br />Fb' (Tension): Fb'= <br />Ad�ustment Fadors: Cd=1.00 Cf=1.10 Cr-1.15 <br />FJ: FJ= <br />Adlustment Fedors: Cd=1.00 <br />Design Requirements: <br />Controllinp Moment: M= <br />5.0 Ft from IeR support of span 2(Center Span) <br />Critical moment created by combining a�l dead loads and live loads on span(s) 2 <br />Controllinp Shear. �_ <br />At a distance d from left support of spa� 2(Center Spa�) <br />Critical shear created by combining all dead loads and live loads on span(s) 2 <br />Comparisons With Required Sections: <br />Sectian Modulus (Moment): SreC= <br />Area (Shear): <br />Moment of Inertia (Deflection): <br />S= <br />Areq= <br />A= <br />Irea= <br />0.06 IN <br />0.74 IN = U858 <br />0.20 IN = L/605 <br />400 LB <br />18'r LB <br />567 LB <br />0.93 IN <br />400 LB <br />167 LB <br />567 LB <br />0.93 IN <br />10.0 FT <br />1.00 <br />480 <br />360 <br />60.0 PSF <br />25.0 FSF <br />65.0 PSF <br />113 PLF <br />850 PSI <br />150 PSI <br />1300000 PSI <br />4D5 PSI <br />1075 PSI <br />150 PSI <br />1417 FT-LB <br />487 LB <br />15.81 IN3 <br />21.39 IN3 <br />4.87 IN2 <br />73.88 IN2 <br />58.84 IN4 <br />98.93 IN4 <br />