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Project: • IP <br /> Page <br /> 7 <br /> Bob Wi <br /> Location: Floor/ceiling joists-Bid 1 First Floor bath Circa Architects <br /> ; <br /> Floor Joist ;2"'" 1624 Grove Street Suite C <br /> (2012 International Building Code(2012 NDS)i, ,.; Marysville.WA 98270 <br /> 1.5 IN x 9.25 IN x 6.68 FT @16C.C. <br /> #2-Douglas-Fir-Larch-Dry Use StruCalc Version 9.0.1.4 2/27/2019 10:06:25 AM <br /> Section Adequate By: 396.1% <br /> Controlling Factor:Moment <br /> DEFLECTIONS Center LOADING DIAGRAM <br /> Live Load 0.02 IN 115311 <br /> Dead Load 0.01 in <br /> Total Load 0.02 IN Li3863 <br /> Live Load Deflection Criteria: L/480 Total Load Deflection Criteria: L/360 <br /> REACTIQN� A $ <br /> Live Load 178 lb 178 lb <br /> Dead Load 67 lb 67 lb <br /> Total Load 245 lb 245 lb <br /> Bearing Length 0.26 in 0.26 in <br /> BEAM DATA Center . .._.. <br /> Span Length 6.68 ft <br /> Unbraced Length-Top 0 ft A- 6.68ft <br /> Unbraced Length-Bottom 0 ft <br /> Floor sheathing applied to top of joists,op of joists fully braced. ____IFloor Duration Factor 1.00 _ <br /> MATERIAL PROPERTIES JOIST LOADING <br /> #2- Fir-Larch Uniform Floor Loading Center <br /> Live Load LL= 40 psf <br /> ama Values Adiusted Dead Load DL= 15 psf <br /> Bending Stress: Fb= 900 psi Fb'= 1139 psi Total Load TL= 55 psf <br /> Cd=1.00 CF=1.10 Cr-1.15 TL Adj. For Joist Spacing wT= 73.3 plf <br /> Shear Stress: Fv= 180 psi Fv'= 180 psi <br /> Cd=1.00 <br /> Modulus of Elasticity: E= 1600 ksi E'= 1600 ksi <br /> Comp.-1•to Grain: Fc-1•= 625 psi Fc- L = 625 psi <br /> Controlling Moment: 409 ft-lb <br /> 3.34 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: -245 lb <br /> 7.0 Ft from left support of span 2(Center Span) <br /> Created by combining all dead loads and live loads on span(s)2 <br /> Comparisons with required sections: Rea'd Provided <br /> Section Modulus: 4.31 in3 21.39 in3 <br /> Area(Shear): 2.04 in2 13.88 in2 <br /> Moment of Inertia(deflection): 9.22 in4 98.93 in4 <br /> Moment: 409 ft-lb 2029 ft-lb <br /> Shear: -245 lb 1665 lb <br /> LiJip <br />