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• <br /> page <br /> Project:Jerabek <br /> Location: 2X6 HF2 @ 16"O.C.AT COV ENTRY JSTAmericanHomePlanners <br /> Floor Joist 2812 Colby Avenue or <br /> [2012 International Building Code(2012 NDS)] Everett WA 98201 <br /> 1.5INx5.5lNx6.OFT @160.0. — <br /> w #2-Hem-Fir-Dry Use StruCalc Version 9.0.1.0 12/15/2014 3:32:34 PM <br /> Section Adequate By:78.0% <br /> Controlling Factor:Moment <br /> REFLECTIONS Center IMAM <br /> Live Load 0.05 IN L/1487 <br /> Dead Load 0.01 in <br /> Total Load 0.06 IN L/1189 <br /> Live Load Deflection Criteria:0480 Total Load Deflection Criteria:L/360 <br /> REACTIONS A <br /> Live Load 240 lb 240 lb <br /> Dead Load 60 lb 60 lb <br /> Total Load 300 lb 300 lb <br /> Bearing Length 0.49 in 0.49 in <br /> BEAM DATA center <br /> Span Length 6 ft — — __— ---_— <br /> Unbraced Length-Top 0 ft <br /> -_ -------------- ---art- <br /> Unbraced Length-Bottom 0 ft <br /> Floor sheathing applied to top of joists-top of joists fully braced. <br /> Floor Duration Factor 1.00 <br /> JOIST LOADING <br /> MATERIAL PROPERTIEa Uniform Floor Loading Center <br /> #2-Hem-Fir Live Load LL= 60 psf <br /> Base Values Adjusted Dead Load DL= 15 psf <br /> Bending Stress: Fb= 850 psi Fb'= 1271 psi Total Load TL= 75 psf <br /> Cd=1.00 CF=1.30 Cr--1.15 TL Adj.For Joist Spacing wT= 100 plf <br /> Shear Stress: Fv= 150 psi Fv'= 150 psi <br /> Cd=1.00 <br /> Modulus of Elasticity: E= 1300 ksi E= 1300 ksi <br /> Comp.--to Grain: Fc- = 405 psi Fc- L'= 405 psi <br /> Controlling Moment: 450 ft-lb <br /> 3.0 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: 300 lb <br /> At left support of span 2(Center Span) <br /> Created by combining all dead loads and live loads on span(s)2 <br /> Comparisons with required sections: Read Provided <br /> Section Modulus: 4.25 in3 7.56 in3 <br /> Area(Shear): 3 int 8.25 in2 <br /> Moment of Inertia(deflection): 11.96 in4 37.04 in4 <br /> Moment: 450 ft-lb 801 ft-lb <br /> Shear: 300 lb 825 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= 8.25 IN2 <br /> Plywood Area: A-ply= 2.08 IN2 <br /> Section Centroid: C= 3 IN ABOVE BASE <br /> Moment of Inertia(deflection): I-comb= 37 IN4 <br />