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Project:Jerabek <br /> page <br /> Location:Header/upper flr bm at great rm left&right span(6x12 df2) a';1 t i,; AmericanHomePlanners <br /> Uniformly Loaded Floor Beam 2812 Colby Avenue of <br /> [2012 International Building Code(2012 NDS)] Everett WA 98201 <br /> 5.5 INx11.25INx4.0FT <br /> - #2-Douglas-Fir-Larch-Dry Use StruCalc Version 9.0.1.0 12/15/2014 3:31:13 PM <br /> Section Adequate By:250.3% <br /> Controlling Factor:Shear <br /> DEFLECTIONS Center LOADING DIAGRAM <br /> Live Load 0.00 IN L/MAX <br /> Dead Load 0.00 in <br /> Total Load 0.01 IN L/7064 <br /> Live Load Deflection Criteria: L/360 Total Load Deflection Criteria:L/240 <br /> REACTIONS A <br /> Live Load 1320 lb 1320 lb <br /> Dead Load 682 lb 682 lb <br /> Total Load 2002 lb 2002 lb <br /> Bearing Length 0.58 in 0.58 in <br /> ry w <br /> BEAM DATA Center _ _-- - —•---_--_--_—_:-- --•-- -_ <br /> Span Length 4 ft - <br /> Unbraced Length-Top 0 ft 4 rt ---------_.-------_ <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 40 psf <br /> Bending Stress: Fb= 875 psi Fb'= 875 psi Floor Dead Load FDL= 15 psf 15 psf <br /> Cd=1.00 CF=1.00 Floor Tributary Width FTVV= 11 ft 5.5 ft <br /> Shear Stress: Fv= 170 psi Fv'= 170 psi <br /> Cd=1.00 Wall Load WALL= 80 plf <br /> Modulus of Elasticity: E= 1300 ksi E= 1300 ksi BEAM LOADING <br /> Comp.1 to Grain: Fc-1= 625 psi Fc--- = 625 psi Beam Total Live Load: wL= 660 plf <br /> Beam Total Dead Load: wD= 328 plf <br /> Controlling Moment: 2002 ft Ib Beam Self Weight: BSW= 13 plf <br /> 2.0 ft from left support Total Maximum Load: wT= 1001 plf <br /> Created by combining all dead and live loads. <br /> Controlling Shear: 2002 lb <br /> At support. <br /> Created by combining all dead and live loads. <br /> Comparisons with required sections: Read Provided <br /> Section Modulus: 27.45 in3 116.02 in3 <br /> Area(Shear): 17.66 in2 61.88 in2 <br /> Moment of Inertia(deflection): 22.17 in4 652.59 in4 <br /> Moment: 2002 ft-lb 8459 ft-lb <br /> Shear: 2002 lb 7013 lb <br />