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Project:SURINDER page <br /> Location: 8'hdr flr bm @(4x12 df2) 1`a t; AmericanHomePlanners <br /> Uniformly Loaded Floor Beam • 2812 Colby Avenue of <br /> [2015 International Building Code(2012 NDS)] Everett WA 98201 <br /> 3.5 INx 11.25 IN x 8.33 FT <br /> #2-Douglas-Fir-Larch-Dry Use StruCalc Version 9.0.2.5 2/17/2017 1:58:04 PM <br /> Section Adequate By:31.6% <br /> Controlling Factor: Moment <br /> DEFLECTIONS Center LOADING DIAGRAM <br /> Live Load 0.06 IN L/1804 <br /> -Dead Load 0.03 in <br /> Total Load 0.09 IN L/1149 <br /> Live Load Deflection Criteria: L/360 Total Load Deflection Criteria: L/240 <br /> REACTIONS A <br /> Live Load 1416 lb 1416 lb <br /> Dead Load 806 lb 806 lb <br /> Total Load 2222 lb 2222 lb <br /> Bearing Length 1.02 in 1.02 in <br /> w <br /> SEAM DATA Center -- - ---- -- --— — -- — -- <br /> `_ <br /> Span Length 8.33 ft <br /> Unbraced Length-Top 0 ft A 8.33 ft <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 Adiusted Floor Live Load FLL= 40 psf 60 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= 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 <br /> Comp.-L to Grain: Fc- L= 625 psi Fc- = 625 psi BEAM LOADING <br /> Beam Total Live Load: wL= 340 plf <br /> Controlling Moment: 4628 ft-lb Beam Total Dead Load: wD= 185 plf <br /> 4.165 ft from left support Beam Self Weight: BSW= 9 plf <br /> Total Maximum Load: wT= 534 plf <br /> Created by combining all dead and live loads. <br /> Controlling Shear: 2222 lb <br /> At support. <br /> Created by combining all dead and live loads. <br /> Comparisons with required sections: Reo d Provided <br /> Section Modulus: 56.09 in3 73.83 in3 <br /> Area(Shear): 18.52 in2 39.38 in2 <br /> Moment of Inertia(deflection): 86.72 in4 415.28 in4 <br /> Moment: 4628 ft-lb 6091 ft-lb <br /> Shear: 2222 lb 4725 lb <br /> NOTES <br />