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Project:Mike Wilkinson page <br /> Location:6.67'Fdn flr bm(4X10 DF2) 5rUc3`C AmericanHomePlanners Uniformly Loaded Floor Beam fir_'` 2812 Colby Avenue of <br /> [2015 International Building Code(2012 NDS)] M. Everett WA 98201 <br /> 3.5 IN x 9.25 IN x 6.67 FT <br /> #2-Douglas-Fir-Larch-Dry Use StruCalc Version 9.0.2.5 7/12/2018 5:12:44 PM <br /> -Section Adequate By:45.0% <br /> Controlling Factor:Moment <br /> DEFLECTIONS Center LOADING DIAGRAM <br /> • Live Load 0.05 IN L/1660 <br /> Dead Load 0.02 in <br /> Total Load 0.07 IN L/1192 <br /> Live Load Deflection Criteria: L/360 Total Load Deflection Criteria:L/240 <br /> REACTIONS A B <br /> Live Load 1334 lb 1334 lb <br /> Dead Load 524 lb 524 lb <br /> Total Load 1858 lb 1858 lb <br /> Bearing Length 0.85 in 0.85 in <br /> BEAM DATA Center <br /> Span Length 6.67 ft <br /> Unbraced Length-Top 0 ft 6,67 ft <br /> Floor Duration Factor 1.00 B <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= 10 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 SEAM LOADING <br /> Comp.-I to Grain: Fc--L= 625 psi Fc-1-'= 625 psi Beam Total Live Load: wL= 400 plf <br /> Controlling Moment: 3098 ft-lb Beam Total Dead Load: wD= 150 plf <br /> 3.335 ft from left support Beam Self Weight: BSW= 7 plf <br /> Created by combining all dead and live loads. Total Maximum Load: wT= 557 plf <br /> Controlling Shear: 1449 lb <br /> At a distance d from support. <br /> Created by combining all dead and live loads. <br /> Comparisons with required sections: Read Provided <br /> Section Modulus: 34.42 in3 49.91 in3 <br /> Area(Shear): 12.07 in2 32.38 in2 <br /> Moment of Inertia(deflection): 50.07 in4 230.84 in4 <br /> Moment: 3098 ft-lb 4492 ft-lb <br /> Shear: 1449 lb 3885 lb <br /> NOTES <br />