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pa <br /> Project:Megan Wilaby <br /> Location:PT 4x8 DF2 DECK POST fi AmencanHomePlanners <br /> Uniformly Loaded Floor Beam Hu: 2812 Colby Avenue <br /> [2015 International Building Code(2012 NDS)] 14rEverett WA 98201 <br /> 3.5 IN x 7.25 IN x 5.75 FT <br /> #2-Hem-Fir-Wet Use StruCalc Version 9.0.2.5 5/13/2016 3:37:35 PM <br /> Section Adequate By:151.4% <br /> Controlling Factor:Moment <br /> DEFLECTIONS Center LOADING DIAGRAM <br /> Live Load 0.03 IN L/2027 <br /> Dead Load 0.02 in <br /> Total Load 0.05 IN L/1343 <br /> Live Load Deflection Criteria:L/360 Total Load Deflection Criteria:U240 <br /> REACTIONS A <br /> , Live Load 518 lb 518 lb <br /> Dead Load 264 lb 264 lb <br /> Total Load 782 lb 782 lb <br /> Bearing Length 0.82 in 0.82 in <br /> w <br /> BEAM DATA Center <br /> Span Length 5.75 ft <br /> Unbraced Length-Top 0 ft <br /> Floor Duration Factor 1.00 <br /> Notch Depth 0.00 <br /> MATERIAL PROPERTIES FLOOR LOADING <br /> #2-Hem-Fir Side 1 Side 2 <br /> Base Values Adjusted Floor Live Load FLL= 60 psf 40 psf <br /> Bending Stress: Fb= 850 psi Fb'= 1105 psi Floor Dead Load FDL= 15 psf 15 psf <br /> Cd=1.00 CF=1.30 Floor Tributary Width FTW= 3 ft 0 ft <br /> Shear Stress: Fv= 150 psi Fv'= 146 psi <br /> Cd=1.00 Cm=0.97 Wall Load WALL= 42 plf <br /> Modulus of Elasticity: E= 1300 ksi E= 1170 ksi <br /> Cm=0.90 SEAM LOADING <br /> Comp.-I-to Grain: Fc-1= 405 psi Fc- '= 271 psi Beam Total Live Load: wL= 180 plf <br /> Cm=0.67 Beam Total Dead Load: wD= 87 plf <br /> Beam Self Weight: BSW= 5 plf <br /> Controlling Moment: 1123 ft-lb Total Maximum Load: wT= 272 plf <br /> 2.875 ft from left support <br /> Created by combining all dead and live loads. <br /> Controlling Shear: -781 lb <br /> At support. <br /> Created by combining all dead and live loads. <br /> Comparisons with required sections: Req'd Provided <br /> Section Modulus: 12.2 in3 30.66 in3 <br /> Area(Shear): 8.05 in2 25.38 in2 <br /> Moment of Inertia(deflection): 19.87 in4 111.15 in4 <br /> Moment: 1123 ft-lb 2823 ft-lb <br /> Shear: -781 lb 2461 lb <br /> NOTES <br />