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Project: SURINDER page <br /> Location: PT 4X8 DF2 DECK LANDING �i al, 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 7.25 IN x 5.0 FT <br /> #2-Douglas-Fir-Larch-Dry Use StruCalc Version 9.0.2.5 2/17/2017 1:58:41 PM <br /> Section Adequate By: 10.2% <br /> Controlling Factor: Moment <br /> DEFLECTIONS Center LOADING DIAGRAM <br /> Live Load 0.06 IN L/1012 <br /> Dead Load 0.01 in <br /> Total Load 0.07 IN L/874 <br /> Live Load Deflection Criteria: L/360 Total Load Deflection Criteria: L/240 <br /> REACTIONS A <br /> Live Load 1875 lb 1875 lb <br /> Dead Load 295 lb 295 lb <br /> Total Load 2170 lb 2170 lb <br /> Bearing Length 0.99 in 0.99 in <br /> BEAM DATA Center <br /> Span Length 5 ft <br /> Unb--------------- - - - ------- ---------------Sc-- 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= 100 psf 40 psf <br /> Bending Stress: Fb= 900 psi Fb'= 1170 psi Floor Dead Load FDL= 15 psf 15 psf <br /> Cd=1.00 CF=1.30 Floor Tributary Width FTW= 7.5 ft 0 ft <br /> Shear Stress: Fv= 180 psi Fv'= 180 psi <br /> Cd=1.00 Wall Load WALL= 0 plf <br /> Modulus of Elasticity: E= 1600 ksi E= 1600 ksi <br /> Comp.-L to Grain: Fc- = 625 psi Fc-3 = 625 psi SEAM LOADING <br /> Beam Total Live Load: wL= 750 plf <br /> Beam Total Dead Load: wD= 113 plf <br /> Controlling Moment: 2713 ft-lb Beam Self Weight: BSW= 6 plf <br /> 2.5 ft from left support Total Maximum Load: wT= 868 plf <br /> Created by combining all dead and live loads. <br /> Controlling Shear: -2170 lb <br /> At support. <br /> Created by combining all dead and live loads. <br /> Comparisons with required sections: Req'd Provided <br /> Section Modulus: 27.82 in3 30.66 in3 <br /> Area(Shear): 18.08 in2 25.38 in2 <br /> Moment of Inertia(deflection): 39.54 in4 111.15 in4 <br /> Moment: 2713 ft-lb 2989 ft-lb <br /> Shear: -2170 lb 3045 lb <br /> NOTES <br />