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• <br /> Project:Jerabek page <br /> Location:4X12 DF2 FDN FLR BM TYP fal AmericanHomePlanners / <br /> Uniformly Loaded Floor Beam _ 2812 Colby Avenue of <br /> [2012 International Building Code(2012 NDS)] Everett WA 98201 <br /> 3.5 IN x 11.25 IN x 4.33 FT <br /> - #2-Douglas-Fir-Larch-Dry Use StruCalc Version 9.0.1.0 12/15/2014 3:31:55 PM <br /> Section Adequate By:37.8% <br /> Controlling Factor:Shear <br /> DEFLECTIONS Center L_QADIN_G D_IAGRA_M <br /> Live Load 0.01 IN L/4042 <br /> Dead Load 0.01 in <br /> Total Load 0.02 IN L/2757 <br /> Live Load Deflection Criteria: U360 Total Load Deflection Criteria:L/240 <br /> REACTIONS A <br /> Live Load 2338 lb 2338 lb <br /> Dead Load 1090 lb 1090 lb <br /> Total Load 3428 lb 3428 lb <br /> Bearing Length 1.57 in 1.57 in <br /> REAM DATA Center <br /> Span Length 4.33 ft <br /> _ <br /> Q 4.3Sn-- — <br /> Unbraced Length-Top 0 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 Adiusted Floor Live Load FLL= 40 psf 40 psf <br /> Bending Stress: Fb= 900 psi Fb'= 990 psi Floor Dead Load FDL= 15 psf 15 psf <br /> Cd=1.00 CF=1.10 Floor Tributary width FTW= 13.5 ft 13.5 ft <br /> Shear Stress: Fv= 180 psi Fv'= 180 psi <br /> Cd=1.00 Wall Load WALL= 90 plf <br /> Modulus of Elasticity: E= 1600 ksi E= 1600 ksi <br /> Comp.-i-to Grain: Fc- L= 625 psi Fc-1'= 625 psi SAM LOADING <br /> Beam Total Live Load: wL= 1080 plf <br /> Controlling Moment: 3711 ft Ib Beam Total Dead Load: wD= 495 plf <br /> Beam Self Weight: BSW= 9 plf <br /> 2.165 ft from left support Total Maximum Load: wT= 1584 plf <br /> Created by combining all dead and live loads. <br /> Controlling Shear: -3428 lb <br /> At support. <br /> Created by combining all dead and live loads. <br /> Comparisons with required sections: Req'd Provided <br /> Section Modulus: 44.98 in3 73.83 in3 <br /> Area(Shear): 28.57 in2 39.38 in2 <br /> Moment of Inertia(deflection): 36.98 in4 415.28 in4 <br /> Moment: 3711 ft-lb 6091 ft-lb <br /> Shear: -3428 lb 4725 lb <br />