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Project:SURINDER page <br /> Location:4' upper flr bm dining/laundry(4x12 df2) 41 u�d+i AmericanHomePlanners <br /> Uniformly Loaded Floor Beam 2812 Colby Avenue of <br /> [2015 International Building Code(2012 NDS)] Everett WA 98201 <br /> 3.5 IN x 11.25 IN x 4.33 FT <br /> #2-Douglas-Fir-Larch-Dry Use StruCalc Version 9.0.2.5 2/17/2017 1:57:57 PM <br /> Section Adequate By: 83.6% <br /> Controlling Factor: Shear <br /> DEFLECTIONS Center LOADING DIAGRAM <br /> Live Load 0.01 IN L/5457 <br /> Dead Load 0.00 in <br /> Total Load 0.01 IN L/3673 <br /> Live Load Deflection Criteria:L/360 Total Load Deflection Criteria: L/240 <br /> REACTIONS A <br /> Live Load 1732 lb 1732 lb <br /> Dead Load 841 lb 841 lb <br /> Total Load 2573 lb 2573 lb <br /> Bearing Length 1.18 in 1.18 in <br /> BEAM DATA Center "+ <br /> -- -- ------ -- ---- --- <br /> S <br /> pan Length 4.33 ft <br /> L_ <br /> Unbraced Length-Top 0 ft 4.33 r "B <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= 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= 20 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 BEAM LOADING <br /> Comp. L to Grain: Fc---= 625 psi Fc--L'= 625 psi Beam Total Live Load: wL= 800 plf <br /> Controlling Moment: 2785 ft-lb Beam Total Dead Load: wD= 380 plf <br /> 2.165 ft from left support Beam Self Weight: BSW= 9 plf <br /> Total Maximum Load: wT= 1189 plf <br /> Created by combining all dead and live loads. <br /> Controlling Shear: -2573 lb <br /> At support. <br /> Created by combining all dead and live loads. <br /> Comparisons with required sections: Req'd Provided <br /> Section Modulus: 33.76 in3 73.83 in3 <br /> Area(Shear): 21.44 in2 39.38 in2 <br /> Moment of Inertia(deflection): 27.39 in4 415.28 in4 <br /> Moment: 2785 ft-lb 6091 ft-lb <br /> Shear: -2573 lb 4725 lb <br /> NOTES <br />