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Project:MCDOUGALL AVE EVERETT • B2 Engineers • <br /> 10 of 12 Page <br /> Location:JOIST CHECK OPTION 2 StruCalc Version 11.1.8.0 7/8/2024 5:01:32 PM <br /> Floor Joist <br /> of <br /> Floor Joist[2018 International Building Code(2018 NDS)] <br /> 1.75 IN x 9.25 IN x 13.33 FT @ 16 O.C. <br /> 2.0E-2900F-APA EWS LVL Stress Classes <br /> Section Adequate By:29.8% <br /> Controlling Factor:Deflection <br /> DEFLECTIONS Center LOADING DIAGRAM <br /> Live Load 0.16 IN L/975 <br /> Dead Load 0.09 in <br /> Total Load 0.26 IN U623 <br /> Live Load Deflection Criteria:U480 Total Load Deflection Criteria:U480 <br /> REACTIONS A a <br /> Live Load 355 lb 355 lb <br /> Dead Load 237 lb 163 lb 1 <br /> Total Load 592 lb 518 lb <br /> Bearing Length 0.45 in 0.40 in <br /> SUPPORT LOADS A B <br /> 14161111111111,1 <br /> Live Load 266 plf 266 plf <br /> Dead Load 178 plf 122 plf 13.33 ft <br /> Total Load 444 plf 389 plf <br /> MATERIAL PROPERTIES <br /> - <br /> 2.0E-2900F-APA EWS LVL Stress Classes I JOIST DATA Center <br /> Base Values Adjusted Span Length 13.33 ft <br /> Bending Stress: Fb= 2900 psi Fb'= 3445 psi Unbraced Length-Top 0 ft <br /> Cd=1.00 CF=1.03 Cr=1.15 Unbraced Length-Bottom 0 ft <br /> Shear Stress: Fv= 285 psi Fv'= 285 psi Floor sheathing applied to top of joists-top of joists fully braced. <br /> Cd=1.00 I Floor Duration Factor 1.00 <br /> Modulus of Elasticity: E= 2000 ksi E'= 2000 ksi <br /> Comp.1 to Grain: Fc-1= 750 psi Fc-1-'= 750 psi JOIST LOADING <br /> Uniform Floor Loading Center <br /> Controlling Moment: 1835 ft-lb Live Load LL= 40 psf <br /> 6.27 Ft from left support of span 2(Center Span) Dead Load DL= 15 psf <br /> Created by combining all dead loads and live loads on span(s)2 Total Load TL= 55 psf <br /> Controlling Shear: 543 lb TL Adj.For Joist Spacing wT= 73.3 plf <br /> At a distance d from left support of span 2(Center Span) Wall Loading <br /> Created by combining all dead loads and live loads on span(s)2 Wall One <br /> Live Load(1 to Joists): Li = 0 plf <br /> Comparisons with required sections: Req'd Provided Dead Load(1 to Joists)D1 = 100 plf <br /> Section Modulus: 6.39 in3 24.96 in3 Load Location X1 = 3 ft <br /> Area(Shear): 2.86 in2 16.19 in2 <br /> Moment of Inertia(deflection): 88.91 in4 115.42 in4 <br /> Moment: 1835 ft-lb 7165 ft-lb <br /> Shear: 543 lb 3076 lb <br />