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Project:Lee Oskar DEck-2 StruCal page <br /> Location: FB-2 <br /> Uniformly Loaded Floor Beam <br /> [2015 International Building Code(2015 NDS)] <br /> 5.5 INx11.5INx12.0FT <br /> #1 -Douglas-Fir-Larch(North)-Dry Use StruCalc Version 10.0.1.6 11/14/2018 1:11:11 PM <br /> Section Adequate By:45.5% <br /> Controlling Factor: Moment <br /> DEFLECTIONS Center LOADING DIAGRAM <br /> Live Load 0.16 IN L/883 <br /> Dead Load 0.05 in <br /> Total Load 0.21 IN U687 <br /> Live Load Deflection Criteria: L/480 Total Load Deflection Criteria: L/360 <br /> REACTIONS A <br /> Live Load 2340 lb 2340 lb <br /> Dead Load 666 lb 666 lb <br /> Total Load 3006 lb 3006 lb <br /> Bearing Length 0.87 in 0.87 in <br /> BEAM DATA Center <br /> Span Length 12 ft <br /> Unbraced Length-Top 1.33 ft 12 ft <br /> Floor Duration Factor 1.00 <br /> Notch Depth 0.00 <br /> MATERIAL PROPERTIES FLOOR LOADING <br /> #1 -Douglas-Fir-Larch(North) Side 1 Side 2 <br /> Base Values Adjusted Floor Live Load FLL= 60 psf 60 psf <br /> Bending Stress: Fb= 1300 psi Fb'= 1298 psi Floor Dead Load FDL= 15 psf 15 psf <br /> Cd=1.00 C1=1.00 CF=1.00 Floor Tributary Width FTW= 4.5 ft 2 ft <br /> Shear Stress: Fv= 170 psi Fv'= 170 psi <br /> Cd=1.00 Wall Load WALL= 0 plf <br /> Modulus of Elasticity: E= 1600 ksi E'= 1600 ksi BEAM LOADING <br /> Comp.l to Grain: Fc--L= 625 psi Fc- L'= 625 psi Beam Total Live Load: wL= 390 plf <br /> Controlling Moment: 9017 ft-lb Beam Total Dead Load: wD= 98 plf <br /> 6.0 ft from left support Beam Self Weight: BSW= 13 plf <br /> Total Maximum Load: wT= 501 plf <br /> Created by combining all dead and live loads. <br /> Controlling Shear: 3006 lb <br /> At support. <br /> Created by combining all dead and live loads. <br /> Comparisons with required sections: Req'd Provided <br /> Section Modulus: 83.33 in3 121.23 in3 <br /> Area(Shear): 26.52 in2 63.25 in2 <br /> Moment of Inertia(deflection): 379.02 in4 697.07 in4 <br /> Moment: 9017 ft-lb 13117 ft-lb <br /> Shear: 3006 lb 7168 lb <br />