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Project: SURINDER page <br /> Location:4'UPPER FLR BM @ ABV KITCHEN/LAUNDRY ;i[`Sl;il14, AmericanHomePlanners <br /> Uniformly Loaded Floor Beam 2812 Colby Avenue of <br /> [2015 International Building Code(2012 NDS)] Everett WA 98201 <br /> 3.5 IN x 9.25 IN x 4.0 FT <br /> #2-Douglas-Fir-Larch-Dry Use StruCalc Version 9.0.2.5 2/17/2017 1:58:17 PM <br /> Section Adequate By: 63.6% <br /> Controlling Factor: Shear <br /> DEFLECTIONS Center LOADING DIAGRAM <br /> Live Load 0.01 IN L/3848 <br /> Dead Load 0.01 in <br /> Total Load 0.02 IN L/2593 <br /> Live Load Deflection Criteria: L/360 Total Load Deflection Criteria: L/240 <br /> REACTIONS A <br /> Live Load 1600 lb 1600 lb <br /> Dead Load 774 lb 774 lb <br /> Total Load 2374 lb 2374 lb <br /> Bearing Length 1.09 in 1.09 in <br /> w <br /> BEAM DATA Center <br /> Span Length 4 ft <br /> Unbraced Length-Top 0 ft A 4 f B <br /> Floor Duration Factor 1.00 <br /> Notch Depth 0.00 <br /> MATERIAL PROPERTIES FLOOR LOADING <br /> #2-Douglas-Fir-Larch Side 1 Side 2 <br /> Base Values Adjusted Floor Live Load FLL= 40 psf 40 psf <br /> Bending Stress: Fb= 900 psi Fb'= 1080 psi Floor Dead Load FDL= 15 psf 15 psf <br /> Cd=1.00 CF=1.20 Floor Tributary Width FTW= 20 ft 0 ft <br /> Shear Stress: Fv= 180 psi Fv'= 180 psi <br /> Cd=1.00 Wall Load WALL= 80 plf <br /> Modulus of Elasticity: E= 1600 ksi E= 1600 ksi BEAM LOADING <br /> Comp.-I-to Grain: Fc-L= 625 psi Fc-L'= 625 psi Beam Total Live Load: wL= 800 plf <br /> Controlling Moment: 2374 ft-lb Beam Total Dead Load: wD= 380 plf <br /> Beam Self Weight: BSW= 7 plf <br /> 2.0 ft from left support Total Maximum Load: wT= 1187 plf <br /> Created by combining all dead and live loads. <br /> Controlling Shear: 2374 lb <br /> At support. <br /> Created by combining all dead and live loads. <br /> Comparisons with required sections: Reo'd Provided <br /> Section Modulus: 26.38 in3 49.91 in3 <br /> Area(Shear): 19.78 in2 32.38 in2 <br /> Moment of Inertia(deflection): 21.6 in4 230.84 in4 <br /> Moment: 2374 ft-lb 4492 ft-lb <br /> Shear: 2374 lb 3885 lb <br /> NOTES <br />