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page <br /> Project:902 110TH PL SE <br /> Location: BEAM 02 <br /> Uniformly Loaded Floor Beam - of <br /> [2015 International Building Code(2015 NDS)) <br /> 3.5 IN x 9.25 IN x 6.2 FT <br /> #2-Douglas-Fir-Larch-Dry Use StruCalc Version 10.0.1.6 6/22/2021 1:25:27 PM <br /> Section Adequate By:32.2% <br /> Controlling Factor: Moment <br /> DEFLECTIONS Center LOADING DIAGRAM <br /> Live Load 0.05 IN L/1476 <br /> Dead Load 0.01 in <br /> Total Load 0.06 IN L/1169 <br /> Live Load Deflection Criteria: U480 Total Load Deflection Criteria: L/360 <br /> REACTIONS A B <br /> Live Load 1736 lb 1736 lb <br /> Dead Load 456 lb 456 lb <br /> Total Load 2192 lb 2192 lb <br /> Bearing Length 1.00 in 1.00 in <br /> BEAM DATA Center _ <br /> Span Length 6.2 ft <br /> Unbraced Length-Top 0 ft A 6.2 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 Values Adjusted Floor Live Load FLL= 40 psf 0 psf <br /> Bending Stress: Fb= 900 psi Fb'= 1080 psi Floor Dead Load FDL= 10 psf 0 psf <br /> Cd=1.00 CF=1.20 Floor Tributary Width FTW= 14 ft 0 ft <br /> Shear Stress: Fv= 180 psi Fv'= 180 psi <br /> Cd=1.00 Wall Load WALL= C. plf <br /> Modulus of Elasticity: E= 1600 ksi E'= 1600 ksi BEAM LOADING <br /> Comp.-I-to Grain: Fc---= 625 psi Fc-L'= 625 psi <br /> Beam Total Live Load: wL= 560 plf <br /> Controlling Moment: 3397 ft-lb Beam Total Dead Load: wD= 140 plf <br /> 3.1 ft from left support Beam Self Weight: BSW= 7 plf <br /> Total Maximum Load: wT= 707 plf <br /> Created by combining all dead and live loads. <br /> Controlling Shear: 2192 lb <br /> At support. <br /> Created by combining all dead and live loads. <br /> Comparisons with required sections: Req'd Provided <br /> Section Modulus: 37.75 in3 49.91 in3 <br /> Area(Shear): 18.26 in2 32.38 in2 <br /> Moment of Inertia(deflection): 75.06 in4 230.84 in4 <br /> Moment: 3397 ft-lb 4492 ft--lb <br /> Shear: 2192 lb 3885 lb <br /> NOTES <br /> 3 ) <br />