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, Project:Mike Wilkinson page <br /> Wk <br /> Location:6'HDR FLR BM DEN(4x10 DF2) bjj AmericanHomePlanners <br /> Uniformly Loaded Floor Beam wi,.-� 2812 Colby Avenue of/ <br /> [2015 International Building Code(2012 NDS)] `r. Everett WA 98201 <br /> 3.5 IN x 9.25 IN x 6.33 FT <br /> #2-Douglas-Fir-Larch-Dry Use StruCalc Version 9.0.2.5 7/12/2018 5:13:08 PM <br /> `Section Adequate By:54.8% <br /> Controlling Factor:Moment <br /> DEFLECTIONS Center LOADING DIAGRAM <br /> Live Load 0.04 IN L/2044 <br /> Dead Load 0.02 in <br /> Total Load 0.06 IN L/1340 <br /> Live Load Deflection Criteria:L/360 Total Load Deflection Criteria:L/240 <br /> REACTIONS A <br /> Live Load 1203 lb 1203 lb <br /> Dead Load 631 lb 631 lb <br /> Total Load 1834 lb 1834 lb <br /> Bearing Length 0.84 in 0.84 in <br /> w <br /> BEAM DATA Center <br /> Span Length 6.33 ft <br /> Unbraced Length-Top O ft AA 6.33 ft B <br /> Floor Duration Factor 1.00 <br /> Notch Depth 0.00 <br /> MATERIAL PROPERTIES FLOOR LOADINQ <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'= 1080 psi Floor Dead Load FDL= 15 psf 15 psf <br /> Cd=1.00 CF=1.20 Floor Tributary Width FTW= 3.5 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- L= 625 psi Fc--L'= 625 psi BEAM LOADING <br /> Beam Total Live Load: wL= 380 plf <br /> Moment: 2903 ft-lb Beam Total Dead Load: wD= 193 plf <br /> Controlling ft from left supportt: Beam Self Weight: BSW= 7 plf <br /> 3.16Total Maximum Load: wT= 580 plf <br /> Created by combining all dead and live loads. <br /> Controlling Shear: 1394 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: 32.25 in3 49.91 in3 <br /> Area(Shear): 11.62 in2 32.38 in2 <br /> Moment of Inertia(deflection): 41.33 in4 230.84 in4 <br /> Moment: 2903 ft-lb 4492 ft-lb <br /> Shear: 1394 lb 3885 lb <br /> NOTES <br />