Laserfiche WebLink
Project:Jerabek Page <br /> Location:6'Hdr fir bm @ great rm/stairs(4x10 df2) jjjuj 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 9.25 IN x 6.33 FT <br /> - #2-Douglas-Fir-Larch-Dry Use StruCalc Version 9.0.1.0 12/15/2014 3:31:36 PM <br /> Section Adequate By:67.0% <br /> Controlling Factor:Moment <br /> DEFLECTIONS Center LOADING DIAGRAM <br /> Live Load 0.03 IN L/2466 <br /> Dead Load 0.02 in <br /> Total Load 0.05 IN L/1446 <br /> Live Load Deflection Criteria: L/360 Total Load Deflection Criteria:L/240 <br /> REACTIONS A <br /> Live Load 997 lb 997 lb <br /> Dead Load 703 lb 703 lb <br /> Total Load 1700 lb 1700 lb <br /> Bearing Length 0.78 in 0.78 in <br /> BEAM DATA Center _w <br /> Span Length 6.33 ft <br /> Unbraced Length-Top 0 ft A 6.338 ------------ _g <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 25 psf <br /> Bending Stress: Fb= 900 psi Fb'= 1080 psi Floor Dead Load FDL= 15 psf 15 psf <br /> Cd=1.00 CF=1.20 Floor Tributary Width FTW= 6 ft 3 ft <br /> Shear Stress: Fv= 180 psi Fv'= 180 psi <br /> Cd=1.00 Wall Load WALL= 80 plf <br /> Modulus of Elasticity: E= 1600 ksi E= 1600 ksi <br /> BEAM LOADING <br /> Comp.-I-to Grain: Fc---= 625 psi Fc--i-'= 625 psi Beam Total Live Load: wL= 315 plf <br /> Controlling Moment: 2690 ft Ib Beam Total Dead Load: wD= 215 plf <br /> Beam Self Weight: BSW= 7 plf <br /> 3.165 ft from left support Total Maximum Load: wT= 537 plf <br /> Created by combining all dead and live loads. <br /> Controlling Shear: -1700 lb <br /> At support. <br /> Created by combining all dead and live loads. <br /> Comparisons with required sections: Req'd Provided <br /> Section Modulus: 29.89 in3 49.91 in3 <br /> Area(Shear): 14.16 in2 32.38 in2 <br /> Moment of Inertia(deflection): 38.3 in4 230.84 in4 <br /> Moment: 2690 ft-lb 4492 ft-lb <br /> Shear: -1700 lb 3885 lb <br />