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J <br /> page <br /> Project:Jerabek <br /> Location: 1 3/4 x 9 1/2 Mcrollam @ 16"o.c.cantilevered upper deck jst AmericanHomePlanners S <br /> Floor Joist 2812 Colby Avenue or <br /> [2012 International Building Code(2012 NDS)) - Everett WA 98201 <br /> 1.75INx9.51Nx 13.5FT(8+5.5)@ 16 0.C. <br /> v 1.9E Microllam-iLevel Trus Joist StruCalc Version 9.0.1.0 12/15/2014 3:32:51 PM <br /> Section Adequate By: 142.8% <br /> Controlling Factor:Deflection <br /> DEFLECTIONS Certter Right LOADING DIAGRAM <br /> Live Load -0.02 IN L/5536 0.09 IN 2L/1406 <br /> Dead Load -0.01 in 0.06 in <br /> Total Load -0.02 IN L/3978 0.15 IN 20874 <br /> Live Load Deflection Criteria: L/480 Total Load Deflection Criteria:L/360 <br /> REACTIONS A <br /> Live Load 213 lb 608 lb <br /> Dead Load 9 lb 309 lb <br /> Total Load 223 lb 916 lb <br /> Uplift(1.5 F.S) -95 lb 0 lb <br /> Bearing Length 0.17 in 0.70 in <br /> BEAM DATA Center Right <br /> Span Length 8 ft 5.5 ft <br /> A` — BR =B — s.ac--T <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. )ST LOADING <br /> Floor Duration Factor 1.00 Uniform Floor Loading Center Right <br /> MATERIAL PROPERTIES Live Load LL= 40 psf 40 psf <br /> 1.9E Microllam-iLevel Trus Joist Dead Load DL= 15 psf 15 psf <br /> Base Values Adjusted Total Load TL= 55 psf 55 psf <br /> Bending Stress: Fb= 2600 psi Fb'= 1825 psi TL Adj.For Joist Spacing wT= 73.3 plf 73.3 plf <br /> Cd=1.00 C/=0.68 CF=1.03 Wall Loading <br /> Shear Stress: Fv= 285 psi Fv'= 285 psi Wall One <br /> Cd=1.00 Live Load( L to Joists): L1 = 0 plf 0 plf <br /> Modulus of Elasticity: E= 1900 ksi E'= 1900 ksi Dead Load(1 to Joists):D1 = 0 plf 36 plf <br /> Comp.1 to Grain: Fc- = 750 psi Fc-1'= 750 psi Load Location X1 = 0 ft 5.5 ft <br /> Controlling Moment: -1373 ft-lb <br /> Over right support of span 2(Center Span) <br /> Created by combining all dead loads and live loads on span(s)3 <br /> Controlling Shear: -465 lb <br /> At right support of span 2(Center Span) <br /> Created by combining all dead loads and live loads on span(s)2,3 <br /> Comparisons with required sections: Req'd Provided <br /> Section Modulus: 9.03 in3 26.32 in3 <br /> Area(Shear): 2.45 in2 16.63 in2 <br /> Moment of Inertia(deflection): 71.54 in4 173.67 in4 <br /> Moment: -1373 ft-lb 4004 ft-lb <br /> Shear: -465 lb 3159 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= 16.63 IN2 <br /> Plywood Area: A-ply= 2.08 IN2 <br /> Section Centroid: C= 5 IN ABOVE BASE <br /> Moment of Inertia(deflection): I-comb= 174 IN4 <br />