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Project: Beam Calcs-1835 Canterwood • !`b Pam' <br /> ti— Phil ik <br /> Location: Beam#1 -61 <br /> Frri Reality Homes / <br /> Uniformly Loaded Floor Beam 4406'4 1308 Alexander Ave East <br /> [2012 International Residential Code(2012 NDS)] Fife,WA 98424 <br /> 3.5 IN x 7.25 IN x 3.5 FT <br /> #2-Douglas-Fir-Larch-Dry Use StruCalc Version 9.0.1.7 11/24/2015 12:53:03 PM <br /> Section Adequate By: 153.8% <br /> Controlling Factor:Shear <br /> DEFLECTIONS Center LOADING DIAGRAM <br /> Live Load 0.01 IN L/4609 <br /> Dead Load 0.00 in <br /> Total Load 0.01 IN L/3228 <br /> Live Load Deflection Criteria:L/360 Total Load Deflection Criteria: L/240 <br /> REACTIONS A B <br /> Live Load 840 lb 840 lb <br /> Dead Load 360 lb 360 lb <br /> Total Load 1200 lb 1200 lb <br /> Bearing Length 0.55 in 0.55 in <br /> BEAM DATA Center <br /> Span Length 3.5 ft <br /> Unbraced Length-Top 0 ft - --- - 3.5 ft - - <br /> Floor Duration Factor 1.00 <br /> Notch Depth 0.00 <br /> MATERIAL PROPERTIES FLOOR LOADING <br /> #2-Douglas-Fir-Larch <br /> Side 1 Side 2 <br /> Base Values Adiusted <br /> Floor Live Load FLL= 40 psf 40 psf <br /> Bending Stress: Fb= 900 psi Fb'= 1170 psi Floor Dead Load FDL= 15 psf 15 psf <br /> Cd=1.00 CF=1.30 Floor Tributary Width FTW= 8 ft 4 ft <br /> Shear Stress: Fv= 180 psi Fv'= 180 psi <br /> Cd=1.00 Wall Load WALL= 20 plf <br /> Modulus of Elasticity: E= 1600 ksi E'= 1600 ksi - — - <br /> Min. Mod.of Elasticity: E_min= 580 ksi E_min'= 580 ksi BEAM LOADING <br /> Comp.1 to Grain: Fc-1= 625 psi Fc- = 625 psi Beam Total Live Load: wL= 480 plf <br /> Beam Total Dead Load: wD= 200 plf <br /> Controlling Moment: 1050 ft-lb Beam Self Weight: BSW= 6 plf <br /> 1.75 ft from left support Total Maximum Load: wT= 686 plf <br /> Created by combining all dead and live loads. <br /> Controlling Shear: 1200 lb <br /> At support. <br /> Created by combining all dead and live loads. <br /> Comparisons with required sections: Req'd Provided <br /> Section Modulus: 10.77 in3 30.66 in3 <br /> Area(Shear): 10 in2 25.38 in2 <br /> Moment of Inertia(deflection): 8.68 in4 111.15 in4 <br /> Moment: 1050 ft-lb 2989 ft-lb <br /> Shear: 1200 lb 3045 lb <br />