Laserfiche WebLink
Project:Jerabek <br /> page <br /> Location:Header/upper flr bm at great rm center span(6x12 df2) � �lr; AmericanHomePlanners / <br /> Uniformly Loaded Floor Beam _ 2812 Colby Avenue of <br /> [2012 International Building Code(2012 NDS)] Everett WA 98201 <br /> 5.5 IN x 11.25 IN x 7.33 FT <br /> - #2-Douglas-Fir-Larch-Dry Use StruCalc Version 9.0.1.0 12/15/2014 3:31:10 PM <br /> Section Adequate By:25.8% <br /> Controlling Factor:Moment <br /> DEFLECTIONS Center LOADING DIAGRAM <br /> Live Load 0.05 IN L/1741 <br /> Dead Load 0.03 in <br /> Total Load 0.08 IN L/1148 <br /> Live Load Deflection Criteria: L/360 Total Load Deflection Criteria:L/240 <br /> REACTIONS 9 B <br /> Live Load 2419 lb 2419 lb <br /> Dead Load 1249 lb 1249 lb <br /> Total Load 3668 lb 3668 lb <br /> Bearing Length 1.07 in 1.07 in <br /> BEAM DATA Center <br /> Span Length 7.33 ft <br /> Unbraced Length-Top 0 ft A — 7.33 ft - <br /> Floor Duration Factor 1.00 <br /> B <br /> Notch Depth 0.00 <br /> MATERIAL PROPERTIES, EJLQOR LOADING <br /> #2-Douglas-Fir-Larch Side 1 Side 2 <br /> Base Values Adjusted Floor Live Load FLL= 40 psf 40 psf <br /> Bending Stress: Fb= 875 psi Fb'= 875 psi Floor Dead Load FDL= 15 psf 15 psf <br /> Cd=9.00 CF=1.00 Floor Tributary Width FTW= 11 ft 5.5 ft <br /> Shear Stress: Fv= 170 psi Fv'= 170 psi <br /> Cd=9.00 Wall Load WALL= 80 plf <br /> Modulus of Elasticity: E= 1300 ksi E'= 1300 ksi BEAM LOADING <br /> Comp. t to Grain: Fc-1= 625 psi Fc- '= 625 psi Beam Total Live Load: wL= 660 plf <br /> Controlling Moment: 6722 ft-lb Beam Total Dead Load: wD= 328 plf <br /> 3.665 ft from left support Beam Self Weight: BSW= 13 plf <br /> Created by combining all dead and live loads. Total Maximum Load: wT= 1001 plf <br /> Controlling Shear: -3668 lb <br /> At support. <br /> Created by combining all dead and live loads. <br /> Comparisons with required sections: Req'd Provided <br /> Section Modulus: 92.19 in3 116.02 in3 <br /> Area(Shear): 32.37 in2 61.88 in2 <br /> Moment of Inertia(deflection): 136.43 in4 652.59 in4 <br /> Moment: 6722 ft-lb 8459 ft-lb <br /> Shear: -3668 lb 7013 lb <br />