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Page 21 pate21 <br /> Project: DANIEL WELCHER REMODEL <br /> - basri <br /> Location: J1-2 ;i kicak, b2 Engineers <br /> Floor Joist 15306 61st Place NE <br /> of <br /> [2015 International Building Code(2012 NDS)] `_. Kenmore, WA 98028 <br /> 1.5 IN x 5.5 IN x 10.5 FT (5.5 + 5 ) @ 24 0.C. <br /> #2 - Douglas-Fir-Larch - Dry Use StruCalc Version 9.0.3.0 2/5/2019 5:51:20 PM <br /> Section Adequate By: 41.9% <br /> Controlling Factor: Moment <br /> DEFLECTIONS Center Right LOADING DIAGRAM <br /> Live Load 0.03 IN L/1936 0.02 IN L/2477 <br /> Dead Load 0.06 in -0.01 in <br /> Total Load 0.09 IN L/734 -0.03 IN L/2249 <br /> Live Load Deflection Criteria: L/240 Total Load Deflection Criteria: L/240 <br /> REACTIONS A B C <br /> Live Load 191 lb 526 lb 176 lb <br /> Dead Load 214 lb 469 lb 13 lb <br /> Total Load 405 lb 995 lb 189 lb 9 <br /> Uplift(1.5 F.S) 0 lb 0 lb -23 lb <br /> Bearing Length 0.43 in 1.06 in 0.20 in <br /> SUPPORT LOADS A1110 <br /> B C <br /> Live Load 96 plf 263 plf 88 plf A 5.5 ft B 5 ft <br /> Dead Load 107 plf 235 plf 7 plf <br /> Total Load 203 plf 498 plf 95 plf <br /> MATERIAL PROPERTIES JOIST DATA Center Right <br /> #2 - Douglas-Fir-Larch Span Length 5.5 ft 5 ft <br /> Base Values Adjusted Unbraced Length-Top 0 ft 0 ft <br /> Bending Stress: Fb = 900 psi Fb' = 1547 psi Unbraced Length-Bottom 0 ft 0 ft <br /> Cd=1.15 CF=1.30 Cr=1.15 Floor sheathing applied to top of joists-top of joists fully braced. <br /> Shear Stress: Fv = 180 psi Fv' = 207 psi Floor Duration Factor 1.15 <br /> Cd=1.15 JOIST LOADING <br /> Modulus of Elasticity: E = 1600 ksi E' = 1600 ksi Uniform Floor Loading Right <br /> Ri ht <br /> Comp. -I-to Grain: Fc-- = 625 psi Fc- = 625 psi Live Load LL = 40 psf 40 psf <br /> Dead Load DL = 17 psf 15 psf <br /> Controlling Moment: 687 ft-lb Total Load TL = 57 psf 55 psf <br /> 2.81 Ft from left support of span 2 (Center Span) TL Adj. For Joist Spacing wT = 114 plf 110 plf <br /> Created by combining all dead loads and live loads on span(s) 2 Wall Loading <br /> Controlling Shear: -603 lb Wall One <br /> 6.0 Ft from left support of span 2 (Center Span) Live Load (-I to Joists): L1 = 0 plf 0 plf <br /> Created by combining all dead loads and live loads on span(s) 2, 3 Dead Load (1 to Joists):D1 = 180 plf 0 plf <br /> Comparisons with required sections: Req'd Provided <br /> Load Location X1 = 2.8 ft 0 ft <br /> Section Modulus: 5.33 in3 7.56 in3 <br /> Area (Shear): 4.37 in2 8.25 in2 <br /> Moment of Inertia (deflection): 6.8 in4 20.8 in4 <br /> Moment: 687 ft-lb 975 ft-lb <br /> Shear: -603 lb 1139 lb <br /> NOTES <br /> , ( <br /> c--n <br />