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page <br /> Project:Jerabek <br /> Location: Cantilevered 2x12 hf2 @ 16"o.c.flr jst @ abv coy entry AmericanHomePlanners- <br /> Floor Joist 2812 Colby Avenue of <br /> [2012 International Building Code(2012 NDS)] Everett WA 98201 <br /> 1.5INx11.25INx6.OFT(4+2)@ 160.0. <br /> - <br /> - #2-Douglas-Fir-Larch-Dry Use StruCalc Version 9.0.1.0 12/15/2014 3:31:42 PM <br /> Section Adequate By:215.2% <br /> Controlling Factor:Moment <br /> DEFLECTIONS Center Right LOADING DIAGRAM <br /> Live Load 0.00 IN UMAX 0.01 IN 2L/7462 <br /> Dead Load 0.00 in 0.01 in <br /> Total Load 0.00 IN L/MAX 0.01 IN 2L/3636 <br /> Live Load Deflection Criteria:L/480 Total Load Deflection Criteria:L/360 <br /> REACTIONS A g <br /> Live Load 107 lb 440 lb <br /> Dead Load -63 lb 370 lb <br /> Total Load 43 lb 810 lb <br /> Uplift(1.5 F.S) -157 lb 0 lb <br /> Bearing Length 0.05 in 0.86 in <br /> BEAM DATA Center Right — ----- - — -- <br /> A <br /> ----------- <br /> -- - -- -------- - - - <br /> -- -- ------- <br /> Span Length 4 ft 2 ft art 2tt- —-----i <br /> Unbraced Length-Top 0 ft 0 ft <br /> Unbraced Length-Bottom 0 ft 0 ft <br /> Floor sheathing applied to top of joists-top of joists fully braced. JOIST LOADING <br /> Floor Duration Factor 1.00 Uniform Floor Loading Center Right <br /> MATERIAL PROPERTIES, Live Load LL= 40 psf 40 psf <br /> #2-Douglas-Fir-Larch Dead Load DL= 15 psf 15 psf <br /> Base Values Adjusted Total Load TL= 55 psf 55 psf <br /> Bending Stress: Fb= 900 psi Fb'= 940 psi TL Adj.For Joist Spacing wT= 73.3 plf 73.3 plf <br /> Cd=1.00 C1=0.91 CF=1.00 Cr-1.15 Wall Loading <br /> Shear Stress: Fv= 180 psi Fv'= 180 psi Wall One <br /> Cd=1.00 Live Load(-I-to Joists): L1 = 0 plf 0 plf <br /> Modulus of Elasticity: E= 1600 ksi E= 1600 ksi Dead Load( I to Joists): D1 = 0 plf 80 plf <br /> Comp.-L to Grain: Fc- = 625 psi Fc---'= 625 psi Load Location X1 = 0 ft 2 ft <br /> Wall Two <br /> Controlling Moment: -787 ft-lb Live Load(-L to Joists): L2= 0 plf 100 plf <br /> Over right support of span 2(Center Span) Dead Load(-L to Joists): D2= 0 plf 60 plf <br /> Created by combining all dead loads and live loads on span(s)3 Load Location X2= 0 ft 2 ft <br /> Controlling Shear: 467 lb <br /> At left support of span 3(Right Span) <br /> Created by combining all dead loads and live loads on span(s)2,3 <br /> Comparisons with required sections: Reo'd Provided <br /> Section Modulus: 10.04 in3 31.64 in3 <br /> Area(Shear): 3.89 in2 16.88 in2 <br /> Moment of Inertia(deflection): 24.23 in4 244.76 in4 <br /> Moment: -787 ft-lb 2480 ft-lb <br /> Shear: 467 lb 2025 lb <br /> Decking Information <br /> Plywood Thickness: T= 3/4 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= 245 IN4 <br />