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Project:Jerabek page <br /> Location:PT 4 X 12 DF2 DECK BM ';i'�t fly; 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 8.67 FT <br /> - #2-Douglas-Fir-Larch-Wet Use StruCalc Version 9.0.1.0 12/15/2014 3:32:04 PM <br /> Section Adequate By:31.1% <br /> Controlling Factor:Moment <br /> DEFLECTIONS Center LOADING DIAGRAM <br /> Live Load 0.08 IN L/1360 <br /> Dead Load 0.03 in <br /> Total Load 0.11 IN L/990 <br /> Live Load Deflection Criteria: U360 Total Load Deflection Criteria:L/240 <br /> REACTIONS A <br /> Live Load 1561 lb 1561 lb <br /> Dead Load 583 lb 583 lb <br /> Total Load 2144 lb 2144 lb <br /> Bearing Length 1.46 in 1.46 in .«. <br /> BEAM DATA Center w <br /> Span Length 8.67 ft <br /> Unbraced Length-Top 0 ft A - - 8.67 rt — -----B <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= 60 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= 6 ft 0 ft <br /> Shear Stress: Fv= 180 psi Fv'= 175 psi <br /> Cd=1.00 Cm=0.97 Wall Load WALL= 36 plf <br /> Modulus of Elasticity: E= 1600 ksi E'= 1440 ksi <br /> Cm=0.90 ,RAM LOADING <br /> Comp.-1-to Grain: Fc- = 625 psi Fc-1'= 419 psi Beam Total Live Load: wL= 360 plf <br /> Beam Total Dead Load: wD= 126 plf <br /> Cm=0.67 Beam Self Weight: BSW= 9 plf <br /> Total Maximum Load: wT= 495 plf <br /> Controlling Moment: 4647 ft-lb <br /> 4.335 ft from left support <br /> Created by combining all dead and live loads. <br /> Controlling Shear: -2144 lb <br /> At support. <br /> Created by combining all dead and live loads. <br /> Comparisons with required sections: Req'd Provided <br /> Section Modulus: 56.32 in3 73.83 in3 <br /> Area(Shear): 18.42 in2 39.38 in2 <br /> Moment of Inertia(deflection): 109.96 in4 415.28 in4 <br /> Moment: 4647 ft-lb 6091 ft-lb <br /> Shear: -2144 lb 4583 lb <br />