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r <br /> Project:Megan Wilaby ' .>. 11 <br /> Pa <br /> 7 <br /> Location:4x6 df2 fir bm @ 3 ft hallway 6 ti 'AmericanHomePlanners <br /> Uniformly Loaded Floor Beam 2812 Colby Avenue <br /> [2015 International Building Code(2012 NDS)] " - ^11Everett WA 98201 <br /> 3.5 IN x 5.5 IN x 3.33 FT <br /> #2-Douglas-Fir-Larch-Dry Use StruCalc Version 9.0.2.5 5/13/2016 3:37:29 PM <br /> Section Adequate By: 16.6% <br /> Controlling Factor:Moment <br /> DEFLECTIONS Center LOADING DIAGRAM <br /> Live Load 0.03 IN L/1580 <br /> Dead Load 0.01 in <br /> . Total Load 0.04 IN L/1054 <br /> Live Load Deflection Criteria:L/360 Total Load Deflection Criteria:U240 <br /> REACTIONS A <br /> Live Load 1182 lb 1182 lb <br /> Dead Load 590 lb 590 lb <br /> Total Load 1772 lb 1772 lb <br /> Bearing Length 0.81 in 0.81 in <br /> w <br /> BEAM DATA Center <br /> Span Length 3.33 ft a _snws�? c <br /> Unbraced Length-Top 0 ft — — 3.33 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 Value Adjusted Floor Live Load FLL= 40 psf 25 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= 14 ft 6 ft <br /> Shear Stress: Fv= 180 psi Fv'= 180 psi <br /> Cd=1.00 Wall Load WALL= 50 plf <br /> Modulus of Elasticity: E= 1600 ksi E= 1600 ksi <br /> Comp.l to Grain: Fc--1-= 625 psi Fc-�-'= 625 psi BEAM LOADING <br /> Beam Total Live Load: wL= 710 plf <br /> Controlling Moment: 1475 ft-lb Beam Total Dead Load: wD= 350 plf <br /> 1.665 ft from left support Beam Self Weight: BSW= 4 plf <br /> Created by combining all dead and live loads. Total Maximum Load: wT= 1064 plf <br /> Controlling Shear: -1772 lb <br /> At support. <br /> Created by combining all dead and live loads. <br /> Comparisons with required sections: Rea'd Provided <br /> Section Modulus: 15.13 in3 17.65 in3 <br /> Area(Shear): 14.77 in2 19.25 in2 <br /> Moment of Inertia(deflection): 11.06 in4 48.53 in4 <br /> Moment: 1475 ft-lb 1720 ft-lb <br /> Shear: -1772 lb 2310 lb <br /> NOTES <br />