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Project:Jerabek page <br /> Location: 10.5'upper flr bm abv great rm/entry(dble jst or 4x12) 't tt al; AmericanHomePlanners / <br /> Uniformly Loaded Floor Beam 2812 Colby Avenue of <br /> [2012 International Building Code(2012 NDS)] Everett WA 98201 <br /> (2)1.5 INx11.251Nx10.5FT <br /> - #2-Hem-Fir-Dry Use StruCalc Version 9.0.1.0 12/15/2014 3:31:17 PM <br /> Section Adequate By:89.9% <br /> Controlling Factor:Moment <br /> CAUTIONS <br /> *Laminations are to be fully connected to provide uniform transfer of loads to all members <br /> DEFLECTIONS Center LQADING DIAGRAM <br /> Live Load 0.07 IN L/1777 <br /> Dead Load 0.03 in <br /> Total Load 0.10 IN L/1245 <br /> Live Load Deflection Criteria: L/360 Total Load Deflection Criteria:L/240 <br /> REACTIONS A <br /> Live Load 630 lb 630 lb <br /> Dead Load 269 lb 269 lb <br /> Total Load 899 lb 899 lb <br /> Bearing Length 0.74 in 0.74 in <br /> BEAM DATA Center <br /> Span Length 10.5 ft — - - -- -- — — <br /> -A 10 5 R-— ---_- - -- ----- - --B- <br /> Unbraced Length-Top 0 ft <br /> Floor Duration Factor 1.00 <br /> Notch Depth 0.00 <br /> MATERIAL PROPERTIES FLOOR LOADING <br /> #2-Hem-Fir Side 1 Side 2 <br /> Base Values Adjust d Floor Live Load FLL= 40 psf 40 psf <br /> Bending Stress: Fb= 850 psi Fb'= 850 psi Floor Dead Load FDL= 15 psf 15 psf <br /> Cd=1.00 CF=1.00 Floor Tributary Width FTW= 3 ft 0 ft <br /> Shear Stress: Fv= 150 psi Fv'= 150 psi <br /> Cd=1.00 Wall Load WALL= 0 plf <br /> Modulus of Elasticity: E= 1300 ksi E= 1300 ksi BEAM LOADING <br /> Comp.-L-to Grain: Fc---= 405 psi Fc- = 405 psi Beam Total Live Load: wL= 120 plf <br /> Beam Total Dead Load: wD= 45 plf <br /> Controlling Moment: 2361 ft-lb Beam Self Weight: BSW= 6 plf <br /> 5.25 ft from left support <br /> Total Maximum Load: wT= 171 plf <br /> Created by combining all dead and live loads. <br /> Controlling Shear: -899 lb <br /> At support. <br /> Created by combining all dead and live loads. <br /> Comparisons with required sections: Req'd Provided <br /> Section Modulus: 33.33 in3 63.28 in3 <br /> Area(Shear): 8.99 in2 33.75 in2 <br /> Moment of Inertia(deflection): 72.12 in4 355.96 in4 <br /> Moment: 2361 ft-lb 4482 ft-ib <br /> Shear: -899 lb 3375 lb <br />