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Project: 0 Page <br /> Ci c Wicks <br /> Location:Door 4&26 headers First&Second floor baths-Bld i E. ,:._.. ... --4--------._ <br /> Circa Architects <br /> Uniformly Loaded Floor Beam 1624 Grove Street Suite C o, <br /> [2012 International Building Code(2012 NDS)) Marysville,WA 98270 <br /> 3.51N x 5.5 IN x 2.33 FT <br /> #2-Douglas-Fir-Larch-Dry Use StruCalc Version 9.0.1.4 2/27./2019 9:56:38 AM <br /> Section Adequate By:428.2% <br /> Controlling Factor:Shear <br /> DEFLECTIONS Center LOADING DIAGRAM <br /> Live Load 0.00 IN UMAX <br /> Dead Load 0.00 in <br /> Total Load 0.00 IN U8721 <br /> I Live Load Deflection Criteria: L/360 Total Load Deflection Criteria: U240 <br /> REACTIONS A B <br /> Live Load 315 lb 315 lb <br /> Dead Load 123 lb 123 lb <br /> Total Load 437 lb 437 lb <br /> Bearing Length 0.20 in 0.20 in <br /> BEAM DATA Center �� 4 <br /> Span Length 2.33 ft <br /> Unbraced Length-Top O ft A ---- 2.33 ft 6 <br /> Floor Duration Factor 1.00 <br /> Notch Depth 0.00 <br /> MATERIAL PROPERTIES FLOOR LOADING <br /> #2-Douglas-Fir-Larch <br /> Side 1 Side 2 <br /> Base Values Adiuste <br /> Floor <br /> Bending Stress: Fb= 900 psi Fb'= 1 170 psi ea Load FLL= 40 psf 40 psf <br /> Floor Dead Load FDL= 15 psf 15 psf <br /> Cd=1.00 CF=1.30 <br /> Shear Stress: Fv= 180 psi Fv'= 180 psi <br /> Floor Tributary Width FTW= 3 ft 3.8 ft <br /> Cd=1.00 Wall Load WALL= 0 plf <br /> Modulus of Elasticity: E= 1600 ksi E'= 1600 ksi <br /> Comp.-1•to Grain: Fc--1-= 625 psi Fc- '= 625 psi BEAM LOADING <br /> Beam Total Live Load: wL= 270 plf <br /> Controlling Moment: 255 ft-lb Beam Total Dead Load: wD= 101 plf <br /> 1.165 ft from left support Beam Self Weight: BSW= 4 plf <br /> Created by combining all dead and live loads. Total Maximum Load: wT= 375 plf <br /> Controlling Shear: 437 lb <br /> At support. <br /> Created by combining all dead and live loads. <br /> Comparisons with required sections: Read Provided <br /> Section Modulus: 2.61 in3 17.65 in3 <br /> Area(Shear): 3.64 in2 19.25 in2 <br /> Moment of Inertia(deflection): 1.44 in4 48.53 in4 <br /> Moment:. 255 ft-lb 1720 ft-lb <br /> Shear: 437 lb 2310 lb <br />