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page <br /> Project:Jerabek <br /> Location:6'upper flr bm abv kitchen/hall bath(4x12 df2)flush flr bm �a. AmericanHomePlanners / <br /> Uniformly Loaded Floor Beam 2812 Colby Avenue of <br /> [2012 International Building Code(2012 NDS)] Everett WA 98201 <br /> 3.5 INx11.25INx6.0FT <br /> • #2-Douglas-Fir-Larch-Dry Use StruCalc Version 9.0.1.0 12/15/2014 3:30:58 PM <br /> Section Adequate By:62.9% <br /> Controlling Factor:Moment <br /> DEFLECTIONS Center L,QADING DIAGRAM <br /> Live Load 0.02 IN L13039 <br /> Dead Load 0.01 in <br /> Total Load 0.04 IN L/1975 <br /> Live Load Deflection Criteria: L/360 Total Load Deflection Criteria:L/240 <br /> REACTIONS A <br /> Live Load 1620 lb 1620 lb <br /> Dead Load 873 lb 873 lb <br /> Total Load 2493 lb 2493 lb <br /> Bearing Length 1.14 in 1.14 in <br /> BEAM DATA Center <br /> Span Length 6 ft <br /> Unbraced Length-Top 0 ft A ------- -- e n <br /> Floor Duration Factor 1.00 <br /> Notch Depth 0.00 <br /> MATERIAL PROPERTIES FLOOR LOADING <br /> #2-Douglas-Fir-Larch Side 1 Side <br /> Base Values Adjusted Floor Live Load FLL= 40 psf 40 psf <br /> Bending Stress: Fb= 900 psi Fb'= 990 psi Floor Dead Load FDL= 15 psf 15 psf <br /> Cd=1.00 CF=1.10 Floor Tributary Width FTW= 13.5 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 <br /> Comp. i to Grain: Fc- = 625 psi Fc- = 625 psi SAM LOADING <br /> Beam Total Live Load: wL= 540 plf <br /> Beam Total Dead Load: wD= 283 plf <br /> Controlling Moment: 3740 ft-lb Beam Self Weight: BSW= 9 plf <br /> 3.0 ft from left support Total Maximum Load: wT= 831 plf <br /> Created by combining all dead and live loads. <br /> Controlling Shear: 2493 lb <br /> At support. <br /> Created by combining all dead and live loads. <br /> Comparisons with required sections: Read Provided <br /> Section Modulus: 45.33 in3 73.83 in3 <br /> Area(Shear): 20.78 in2 39.38 int <br /> Moment of Inertia(deflection): 50.48 in4 415.28 in4 <br /> Moment: 3740 ft-lb 6091 ft-lb <br /> Shear: 2493 lb 4725 lb <br />