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Project:Lee Oskar DEck-2 StruCal Page <br /> Lbcation:FB-I `� i� <br /> Uniformly Loaded Floor Beam of <br /> [2015 International Building Code(2015 NDS)] <br /> ...... .... <br /> 5.5 IN x 11.5 IN x 12.0 FT <br /> #1 -Douglas-Fir-Larch(North)-Dry Use StruCalc Version 10.0.1.6 11/14/2018 1:13:14 PM <br /> Section Adequate By:22.5% <br /> Controlling Factor: Moment <br /> DEFLECTIONS Center LOADING DIAGRAM <br /> Live Load 0.19 IN L/740 <br /> Dead Load 0.05 in <br /> Total Load 0.25 IN L/579 <br /> Live Load Deflection Criteria: L/480 Total Load Deflection Criteria:L/360 <br /> REACTIONS A <br /> Live Load 2790 lb 2790 lb <br /> Dead Load 778 lb 778 lb <br /> Total Load 3568 lb 3568 lb <br /> Bearing Length 1.04 in 1.04 in <br /> BEAM DATA Center <br /> Span Length 12 ft <br /> Unbraced Length-Top 1.33 ft 12 ft' B <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 C/=1.00 CF=1.00 Floor Tributary Width FTW= 4.5 ft 3.3 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 <br /> Comp.L to Grain: Fc- L= 625 psi Fc-L'= 625 psi BEAM LOADING <br /> Beam Total Live Load: wL= 465 plf <br /> Controlling Moment: 10704 ft-lb Beam Total Dead Load: wD= 116 plf <br /> 6.0 ft from left support Beam Self Weight: BSW= 13 plf <br /> Created by combining all dead and live loads. Total Maximum Load: wT= 595 plf <br /> Controlling Shear: 3568 lb <br /> At support. <br /> Created by combining all dead and live loads. <br /> Comparisons with required sections: Req'd Provided <br /> Section Modulus: 98.93 in3 121.23 in3 <br /> Area(Shear): 31.48 in2 63.25 in2 <br /> Moment of Inertia(deflection): 451.91 in4 697.07 in4 <br /> Moment: 10704 ft-lb 13117 ft-lb <br /> Shear: 3568 lb 7168 lb <br />