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page <br /> Project:Mike Wilkinson / <br /> Location:2x12 HF2 @ 16"o.c.Main&Upper Floor Joist S(j AmericanHomePlanners <br /> Floor Joist `�,.r~` 2812 Colby Avenue of <br /> [2015 International Building Code(2012 NDS)] Everett WA 98201 <br /> 1.5IN x 11.25 IN x 14.0 FT @16O.C. <br /> #2-Hem-Fir-Dry Use StruCalc Version 9.0.2.5 7/12/2018 5:12:39 PM <br /> Section Adequate By: 18.8% <br /> Controlling Factor:Moment <br /> DEFLECTIONS Center LOADING DIAGRAM <br /> Live Load 0.15 IN L/1140 <br /> Dead Load 0.09 in <br /> Total Load 0.24 IN L/711 <br /> Live Load Deflection Criteria:L/480 Total Load Deflection Criteria:L/360 <br /> REACTIONS A <br /> Live Load 373 lb 373 lb <br /> Dead Load 193 lb 193 lb <br /> Total Load 566 lb 566 lb <br /> Bearing Length 0.93 in 0.93 in <br /> SUPPORT LOADS A <br /> Live Load 280 plf 280 plf — — <br /> Dead Load 145 plf 145 plf A 14ft <br /> Total Load 425 plf 425 plf <br /> MATERIAL PROPERTIES <br /> #2-Hem-Fir JOIST DATA Center <br /> Base Values Adjusted Span Length 14 ft <br /> Bending Stress: Fb= 850 psi Fb'= 978 psi Unbraced Length-Top 0 ft <br /> Cd=1.00 CF=1.00 Cr-1.15 Unbraced Length-Bottom 0 ft <br /> Shear Stress: Fv= 150 psi Fv'= 150 psi Floor sheathing applied to top of joists-top of joists fully braced. <br /> Cd=1.00 Floor Duration Factor 1.00 <br /> Modulus of Elasticity: E= 1300 ksi E'= 1300 ksi <br /> Comp.-I-to Grain: Fc-1= 405 psi Fc-1'= 405 psi JOIST LOADING <br /> Uniform Floor Loading Center <br /> Controlling Moment: 2170 ft-lb Live Load LL= 40 psf <br /> 7.0 Ft from left support of span 2(Center Span) Dead Load DL= 15 psf <br /> Total Load TL= 55 psf <br /> Created by combining all dead loads and live loads on span(s)2 <br /> Controlling Shear: 505 lb TL Adj.For Joist Spacing wT= 73.3 plf <br /> At a distance d from left support of span 2(Center Span) Wall Loading <br /> Created by combining all dead loads and live loads on span(s)2 Wall One 1 <br /> Live Load( to Joists): L1 = 0 plf <br /> Comparisons with required sections: Read Provided Dead Load(1 to Joists)D1 = 80 plf <br /> Section Modulus: 26.64 in3 31.64 in3 Load Location X1 = 7 ft <br /> Area(Shear): 5.05 in2 16.88 in2 <br /> Moment of Inertia(deflection): 121.83 in4 240.65 in4 <br /> Moment: 2170 ft-lb 2577 ft-lb <br /> Shear: 505 lb 1688 lb <br /> Decking Information <br /> Plywood Thickness: T= 3/8 in <br /> Plywood Is Glued: <br /> Moment of Inertia Calculations For Glued Floor: <br /> Joist Area: A-joist= 16.88 IN2 <br /> Plywood Area: A-ply= 2.08 IN2 <br /> Section Centroid: C= 6 IN ABOVE BASE <br /> Moment of Inertia(deflection): I-comb= 241 IN4 <br /> NOTES <br />