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- Project:lenya • S Page <br /> - Tatyana Shadyrya <br /> Location:uf#5 a Archstudio"Y.Shadyrya` <br /> Uniformly Loaded Floor Beam .- " 22420 6th PI West of <br /> [2015 International Building Code(2012 NDS)] Bothell,WA 98021 <br /> 5.5 IN x 15.5 IN x 16.0 FT <br /> #2-Hem-Fir-Dry Use StruCalc Version 9.0.2.5 10/19/2016 3:41:56 PM <br /> Section Adequate By: 19.1% <br /> Controlling Factor:Moment <br /> DEFLECTIONS Center LOADING DIAGRAM <br /> Live Load 0.13 IN U1528 <br /> Dead Load 0.12 in <br /> Total Load 0.25 IN U774 <br /> Live Load Deflection Criteria:L1480 Total Load Deflection Criteria:L/360 <br /> REACTIONS A B <br /> Live Load 1280 lb 1280 lb <br /> Dead Load 1247 lb 1247 lb <br /> Total Load 2527 lb 2527 lb <br /> Bearing Length 1.13 in 1.13 in <br /> BEAM DATA Center i Mew.. 1' <br /> Span Length 16 ft -- — ----- <br /> Unbraced Length-Top 0 ft -,5 -16 n <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= 40 psf 40 psf <br /> Bending Stress: Fb= 675 psi Fb'= 656 psi Floor Dead Load FDL= 15 psf 15 psf <br /> Cd=1.00 CF=0.97 Floor Tributary Width FTW= 4 ft 0 ft <br /> Shear Stress: Fv= 140 psi Fv'= 140 psi <br /> Cd=1.00 Wall Load WALL= 80 plf <br /> Modulus of Elasticity: E= 1100 ksi E'= 1100 ksi <br /> Comp.-1-to Grain: Fc-1-= 405 psi Fc-- '= 405 psi BEAM LOADING <br /> Beam Total Live Load: wL= 160 plf <br /> Controlling Moment: 10109 ft-lb Beam Total Dead Load: wD= 140 Of <br /> 8.0 ft from left support Beam Self Weight: BSW= 16 pit <br /> Created by combining all dead and live loads. Total Maximum Load: wT= 316 Of <br /> Controlling Shear: 2527 lb <br /> At support. <br /> Created by combining all dead and live loads. <br /> Comparisons with required sections: Req'd Provided <br /> Section Modulus: 184.89 in3 220.23 in3 <br /> Area(Shear): 27.08 in2 85.25 in2 <br /> Moment of Inertia(deflection): 793.86 in4 1706.78 in4 <br /> Moment: 10109 ft-lb 12041 ft-lb <br /> Shear: 2527 lb 7957 lb <br /> NOTES <br /> ,:le) <br />