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Project: SURINDER page <br /> Location: PT 4x8 DF2 DECK BM @ ENTRY Ig�; 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 7.25 IN x 5.5 FT <br /> #2-Douglas-Fir-Larch-Wet Use StruCalc Version 9.0.2.5 2/17/2017 1:58:34 PM <br /> Section Adequate By: 96.8% <br /> Controlling Factor:Moment <br /> DEFLECTIONS Center LOADING DIAGRAM <br /> Live Load 0.03 IN L/2138 <br /> Dead Load 0.01 in <br /> Total Load 0.04 IN L/1503 <br /> Live Load Deflection Criteria: L/360 Total Load Deflection Criteria: L/240 <br /> REACTIONS A <br /> Live Load 660 lb 660 lb <br /> Dead Load 279 lb 279 lb <br /> Total Load 939 lb 939 lb <br /> Bearing Length 0.64 in 0.64 in — <br /> w <br /> BEAM DATA Center --__--- <br /> Span Length 5.5 ft A <br /> Unbraced Length-Top 0 ft A -5.5ft <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= 60 psf 40 psf <br /> Bending Stress: Fb= 900 psi Fb'= 995 psi Floor Dead Load FDL= 15 psf 15 psf <br /> Cm=0.85 CF=1.30 Floor Tributary Width FTW= 4 ft 0 ft <br /> Shear Stress: Fv= 180 psi Fv'= 175 psi <br /> Cd=1.00 Cm=0.97 Wall Load WALL= 36 plf <br /> Modulus of Elasticity: E= 1600 ksi E= 1440 ksi <br /> SEAM LOADING <br /> Cm=0.90 Beam Total Live Load: wL= 240 plf <br /> Comp. L to Grain: Fc- = 625 psi Fc-1'= 419 psi Beam Total Dead Load: wD= 96 plf <br /> Cm=0.67 Beam Self Weight: BSW= 6 plf <br /> Total Maximum Load: wT= 342 plf <br /> Controlling Moment: 1291 ft-lb <br /> 2.75 ft from left support <br /> Created by combining all dead and live loads. <br /> Controlling Shear: -939 lb <br /> At support. <br /> Created by combining all dead and live loads. <br /> Comparisons with required sections: Req'd Provided <br /> Section Modulus: 15.58 in3 30.66 in3 <br /> Area(Shear): 8.07 in2 25.38 in2 <br /> Moment of Inertia(deflection): 18.71 in4 111.15 in4 <br /> Moment: 1291 ft-lb 2541 ft-lb <br /> Shear: -939 lb 2954 lb <br /> NOTES <br />