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Project:Jerabek Paye <br /> Location: 1 3/4 x 11 1/4 Microllam 1.9E©16"o.c.upper fir jst wit*_ AmericanHomePlanners <br /> Floor Joist . 2812 Colby Avenue of <br /> [2012 International Building Code(2012 NDS)] t:.". ` Everett WA 98201 <br /> 1.751N x 11.25 IN x 19.75 FT(17.8+2)@ 16 0.C. <br /> - 1.9E Microllam-iLevel Trus Joist StruCalc Version 9.0.1.0 12/15/2014 3:32:23 PM <br /> Section Adequate By:21.9% <br /> Controlling Factor:Deflection <br /> PEFLECTIONS Center Right LOADING DIAGRAM <br /> Live Load 0.23 IN L/936 -0.08 IN 2L/586 <br /> Dead Load 0.09 in -0.03 in <br /> Total Load 0.32 IN L/673 -0.11 IN 2L/444 <br /> Live Load Deflection Criteria:U480 Total Load Deflection Criteria:L/360 <br /> REACTIONS A <br /> Live Load 473 lb 586 lb <br /> Dead Load 252 lb 356 lb <br /> Total Load 725 lb 942 lb I 1 <br /> Bearing Length 0.55 in 0.72 in <br /> BEAM DATA Center Right �"--"----•------__- Ammie <br /> -.__-•------"__"-- <br /> Span Length 17.75 ft 2 ft --- ------"'"='-'- <br /> Unbraced Length-Top O ft O ft A=-- 17.75 ft -- =2 ft-I <br /> Unbraced Length-Bottom 0 ft 0 ft <br /> Floor sheathing applied to top of joists-top of joists fully braced. <br /> Floor Duration Factor 1.00 JOIST LOADING <br /> MATERIAL PROPERTIES Uniform Floor Loading enter Rioht <br /> 1.9E Microllam-'Level Trus Joist Live Load LL= 40 psf 40 psf <br /> Base Values Adjusted Dead Load DL= 15 psf 15 psf <br /> Bending Stress: Fb= 2600 psi Fb'= 2623 psi Total Load TL= 55 psf 55 psf <br /> Cd=1.00 CF=1.01 TL Adj.For Joist Spacing wT= 73.3 plf 73.3 plf <br /> Shear Stress: Fv= 285 psi Fv'= 285 psi Wall Loading <br /> Cd=1.00 Wall One <br /> Modulus of Elasticity: E= 1900 ksi E'= 1900 ksi Live Load(1 to Joists): L1 = 0 plf 0 plf <br /> Comp.-L to Grain: Fc--L= 750 psi Fc-1'= 750 psi Dead Load(1-to Joists):D1 = 80 plf 80 plf <br /> _Load Location X1= 3 ft 2 ft <br /> Controlling Moment: 2928 ft-lb <br /> 8.52 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: 725 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: 13.4 in3 36.91 in3 <br /> Area(Shear): 3.82 in2 19.69 in2 <br /> Moment of Inertia(deflection): 226.02 in4 275.48 in4 <br /> Moment: 2928 ft-lb 8069 ft-lb <br /> Shear: 725 lb 3741 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= 19.69 1N2 <br /> Plywood Area: A-ply= 2.08 1N2 <br /> Section Centroid: C= 6 IN ABOVE BASE <br /> Moment of Inertia(deflection): I-comb= 275 1N4 <br />