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' Project:Jerabek Page <br /> Location:PT 2X10 HF2©16"O.C.MAIN DECK JST AmericanHomePlanners <br /> - Floor Joist 2812 Colby Avenue of <br /> [2012 International Building Code(2012 NDS)] _ Everett WA 98201 <br /> 1.5INx9.25INx10.OFT(8+2)@160.C. <br /> #2-Hem-Fir-Wet Use StruCalc Version 9.0.1.0 12/15/2014 3:32:47 PM <br /> Section Adequate By: 96.3% <br /> Controlling Factor:Deflection <br /> DEFLECTIONS Center Right LOADING DIAG- M <br /> Live Load 0.06 IN L/1507 -0.05 IN 2L/942 <br /> Dead Load 0.01 in 0.00 in <br /> Total Load 0.07 IN L/1343 -0.05 IN 2L/954 <br /> Live Load Deflection Criteria: L/480 Total Load Deflection Criteria:L/360 <br /> ftACTIONS A - B <br /> Live Load 320 lb 500 lb <br /> Dead Load 63 lb 185 lb <br /> Total Load 383 lb 685 lb <br /> Bearing Length 0.94 in 1.68 in <br /> BEAM DATA Center Right , _ 1 <br /> Span Length 8 ft 2 ft -- <br /> 8 ft -- - --= 2 ft- <br /> _ <br /> Unbraced Length-Top O ft O ft A <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 Center Right <br /> #2-Hem-Fir Live Load LL= 60 psf 60 psf <br /> Base Values Adjusted Dead Load DL= 15 psf 15 psf <br /> Bending Stress: Fb= 850 psi Fb'= 1075 psi Total Load TL= 75 psf 75 psf <br /> Cd=1.00 CF=1.10 Cr-1.15 TL Adj.For Joist Spacing wT= 100 plf 100 plf <br /> Shear Stress: Fv= 150 psi Fv'= 146 psi Wall Loading <br /> Cd=1,00 Cm=0.97 Wall One <br /> Modulus of Elasticity: E= 1300 ksi E'= 1170 ksi Live Load(1 to Joists): L1 = 0 plf 0 plf <br /> Cm=0.90 Dead Load(1 to Joists):D1 = 0 plf 36 plf <br /> Comp.1 to Grain: Fc-1= 405 psi Fc-1'= 271 psi Load Location X1 = 0 ft 2 ft <br /> Cm=0.67 <br /> Controlling Moment: 733 ft-lb <br /> 3.84 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: -437 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: 8.19 in3 21.39 in3 <br /> Area(Shear): 4.51 in2 13.88 in2 <br /> Moment of Inertia(deflection): 50.41 in4 98.93 in4 <br /> Moment: 733 ft-lb 1917 ft-lb <br /> Shear: -437 lb 1346 lb <br />