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page <br /> . Project:Mike Wilkinson / <br /> Location:Cantilevered flr jst @ mstr deck(2x12 HF2 @ 16"o.c.)I g AmericanHomePlanners <br /> Floor Joist `ter.'- 2812 Colby Avenue of <br /> [2015 International Building Code(2012 NDS)] Everett WA 98201 <br /> 1.5 IN x 11.25 IN x 11.0 FT(4+7)@ 16 O.C. <br /> #2-Hem-Fir-Dry Use StruCalc Version 9.0.2.5 7/12/2018 5:13:00 PM <br /> -,Section Adequate By: 101.1% <br /> Controlling Factor:Moment <br /> DEFLECTIONS Left Center LOADING DIAGRAM <br /> Live Load 0.05 IN 2L/2072 -0.01 IN L/7689 <br /> Dead Load 0.01 in 0.00 in <br /> Total Load 0.05 IN 2L/1856 -0.01 IN L/8083 <br /> Live Load Deflection Criteria:L/480 Total Load Deflection Criteria: L/360 <br /> REACTIONS A D <br /> Live Load 598 lb 187 lb <br /> Dead Load 173 lb 47 lb <br /> Total Load 771 lb 234 lb <br /> Uplift(1.5 F.S) 0 lb -60 lb <br /> Bearing Length 1.27 in 0.38 in <br /> SUPPORT LOADS A B <br /> Live Load 449 plf 140 plf a r< AA 7ft <br /> Dead Load 130 plf 35 plf <br /> Total Load 578 plf 176 plf <br /> MATERIAL PROPERTIES JOIST DATA Left Center <br /> #2-Hem-Fir Span Length 4 ft 7 ft <br /> Base Values Adjusted Unbraced Length-Top 0 ft 0 ft <br /> Bending Stress: Fb= 850 psi Fb'= 610 psi Unbraced Length-Bottom 0 ft 0 ft <br /> Cd=1.00 C/=0.62 CF=1.00 Cr=-1.15 Floor sheathing applied to top of joists-top of joists fully braced. <br /> Shear Stress: Fv= 150 psi Fv'= 150 psi Floor Duration Factor 1.00 <br /> Cd=1.00 JOIST LOADING <br /> Modulus of Elasticity: E= 1300 ksi E'= 1300 ksi Uniform Floor Loading Left Center <br /> Comp. L to Grain: Fc- L= 405 psi Fc-1-'= 405 psi <br /> Live Load LL= 60 psf 40 psf <br /> Controlling Moment: -800 ft-lb Dead Load DL= 15 psf 15 psf <br /> Total Load IL= 75 psf 55 psf <br /> Over left support of span 2(Center Span) <br /> Created by combining all dead loads and live loads on span(s)1,2 TL Adj.For Joist Spacing wT= 100 plf 73.3 plf <br /> Controlling Shear: -308 lb <br /> At a distance d from the right support of span 1 (Left Span) <br /> Created by combining all dead loads and live loads on span(s) 1,2 <br /> Comparisons with required sections: Read Provided <br /> Section Modulus: 15.73 in3 31.64 in3 <br /> Area(Shear): 3.08 in2 16.88 in2 <br /> Moment of Inertia(deflection): 56.71 in4 244.76 in4 <br /> Moment: -800 ft-lb 1609 ft-lb <br /> Shear: -308 lb 1688 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 /> NOTES <br /> U G%� <br />