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Project: SURINDER page <br /> Location: 5'HDR FLR BM @ STORAGE(4x8 DF) y;i;�L�lti 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 5.33 FT <br /> #2-Douglas-Fir-Larch-Dry Use StruCalc Version 9.0.2.5 2/17/2017 1:58:27 PM <br /> Section Adequate By: 58.7% <br /> Controlling Factor:Moment <br /> DEFLECTIONS Center LOADING DIAGRAM <br /> Live Load 0.03 IN L/1843 <br /> Dead Load 0.02 in <br /> Total Load 0.05 IN L/1181 <br /> Live Load Deflection Criteria: L/360 Total Load Deflection Criteria: L/240 <br /> REACTIONS A <br /> Live Load 906 lb 906 lb <br /> Dead Load 508 lb 508 lb <br /> Total Load 1414 lb 1414 lb <br /> Bearing Length 0.65 in 0.65in <br /> BEAM DATA Center <br /> Span Length 5.33 ft <br /> Unbraced Length-Top 0 ft A 5.33 ft 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 60 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= 4 ft 3 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. 1-to Grain: Fc--i-= 625 psi Fc-L'= 625 psi Beam Total Live Load: wL= 340 plf <br /> Beam Total Dead Load: wD= 185 plf <br /> Controlling Moment: 1884 ft-lb Beam Self Weight: BSW= 6 plf <br /> 2.665 ft from left support Total Maximum Load: wT= 531 plf <br /> Created by combining all dead and live loads. <br /> Controlling Shear: 1414 lb <br /> At support. <br /> Created by combining all dead and live loads. <br /> Comparisons with required sections: Read Provided <br /> Section Modulus: 19.32 in3 30.66 in3 <br /> Area(Shear): 11.78 in2 25.38 in2 <br /> Moment of Inertia(deflection): 22.59 in4 111.15 in4 <br /> Moment: 1884 ft-lb 2989 ft-lb <br /> Shear: 1414 lb 3045 lb <br /> NOTES <br />