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• Project:Bob Bryce Page <br /> Location:4'HDR FLR/DECK BM @ 1ST FLR(4x8 DF2) pyjbl,„; AmericanHomePlanners <br /> Uniformly Loaded Floor Beam - 2812 Colby Avenue of <br /> [2015 International Building Code(2012 NDS)] Everett WA 98201 <br /> 3.5INx7.25INx4.0FT <br /> #2-Douglas-Fir-Larch-Dry Use StruCalc Version 9.0.2.5 7/24/2018 6:48:47 PM <br /> Section Adequate By: 132.5% <br /> Controlling Factor:Moment <br /> DEFLECTIONS Center LOADING DIAGRAM <br /> Live Load 0.01 IN L/3447 <br /> Dead Load 0.01 in <br /> Total Load 0.02 IN L/2305 <br /> Live Load Deflection Criteria: L/360 Total Load Deflection Criteria: L/240 <br /> REACTIONS A <br /> Live Load 860 lb 860 lb <br /> Dead Load 426 lb 426 lb <br /> 'Total Load 1286 lb 1286 lb <br /> Bearing Length 0.59 in 0.59 in <br /> w <br /> BEAM DATA Center <br /> Span Length 4 ft <br /> Unbraced Length-Top 0 ft •A 4R <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= 60 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= 4.5 ft 4 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 <br /> Comp. L to Grain: Fc---= 625 psi Fc--- = 625 psi BEAM LOADING <br /> Beam Total Live Load: wL= 430 plf <br /> Controlling Moment: 1286 ft-lb Beam Total Dead Load: wD= 208 plf <br /> Beam Self Weight: BSW= 6 plf <br /> 2.0 ft from left support <br /> Created by combining all dead and live loads. Total Maximum Load: wT= 643 plf <br /> Controlling Shear: 900 lb <br /> At a distance d from support. <br /> Created by combining all dead and live loads. <br /> Comparisons with required sections: Req'd Provided <br /> Section Modulus: 13.19 in3 30.66 in3 <br /> Area(Shear): 7.5 in2 25.38 in2 <br /> Moment of Inertia(deflection): 11.61 in4 111.15 in4 <br /> Moment: 1286 ft-lb 2989 ft-lb <br /> Shear: 900 lb 3045 lb <br /> NOTES <br />