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Project: Hammond • page <br /> Fred 60-1 <br /> Location: Deck Joists pFred Baxter&Associates <br /> Floor Joista�i .' `. 649 5th Street,Suite 203 <br /> of <br /> [2009 International Building Code(2005 NDS)] x Mukilteo,WA 98275 <br /> 1.5 INx9.25INx12.OFT(10+2)@16 O.C. <br /> #2-Hem-Fir-Dry Use StruCalc Version 8.0.113.0 4/4/2016 12:38:11 PM <br /> Section Adequate By:71.0% LOADING DIAGRAM <br /> Controlling Factor: Moment — <br /> DEFLECTIONS Center Right <br /> Live Load 0.10 IN U1222 -0.06 IN 2U764 <br /> Dead Load 0.03 in -0.02 in <br /> Total Load 0.13 IN U913 -0.08 IN 2U584 <br /> Live Load Deflection Criteria: U360 Total Load Deflection Criteria: U240 <br /> REACTIONS A_ B <br /> Live Load 267 Ib 384 Ib <br /> Dead Load 96 Ib 144 Ib <br /> Total Load 363 Ib 528 Ib <br /> Bearing Length 0.60 in 0.87 in ,.------------------------------ - - - -- --- -- - ----- -------- - -- - <br /> ---- ---- ---- ---- - <br /> BEAM DATA Center Right _ ton - - B ---2 tt <br /> Span Length 10 ft 2 ft <br /> Unbraced Length-Top 0 ft 0 ft <br /> Unbraced Length-Bottorn 0 ft 0 ft <br /> Floor sheathing applied to top of joists-top of joists fully braced. JQIST LOADING <br /> Floor Duration Factor 1.00 Uniform Floor Loading Center Right <br /> MATERIAL PROPERTIES Live Load LL= 40 psf 40 psf <br /> #2-Hem-Fir Dead Load DL= 15 psf 15 psf <br /> Base Values Adjusted TotalLoad TL= 55 psf 55 psf <br /> Bending Stress: Fb= 850 psi FU= 860 psi TL Adj. For Joist Spacing wT= 73.3 plf 73.3 plf <br /> Cd=1.00 CF=1.10 Cr•=1.15 Ci=O.80 <br /> Shear Stress: Fv= 150 psi Fv'= 120 psi <br /> Cd=1.00 C1=0.80 <br /> Modulus of Elasticity: E= 1300 ksi E'= 1235 ksi <br /> Min. Mod.of Elasticity: E_min= 470 ksi E_min'= 447 ksi <br /> Ci=0.95 <br /> Comp. 1 to Grain: Fc- ' = 405 psi Fc- L'= 405 psi <br /> Controlling Moment: 897 ft-Ib <br /> 4.9 Ft from left support of span 2(Center Span) <br /> Created by combining all dead loads and live loads on span(s)2 <br /> Controlling Shear: -381 Ib <br /> At right support of span 2(Center Span) <br /> Created by combining all dead loads and live loads on span(s)2, 3 <br /> Comparisons with required sections: Reg'd Provided <br /> Section Modulus: 12.51 in3 21.39 in3 <br /> Area(Shear): 4.77 in2 13.88 int <br /> Moment of Inertia(deflection): 46.64 in4 98.93 in4 <br /> Moment: 897 ft-Ib 1533 ft-Ib <br /> Shear: -381 Ib 1110 lb <br />