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Project:Mike Wilkinson page <br /> Location: 14'Upper Fir bm Abv Den(3)2x12 HF23`C AmericanHomePlanners <br /> Uniformly Loaded Floor Beam v ~'1 2812 Colby Avenue of <br /> [2015 International Building Code(2012 NDS)] Everett WA 98201 <br /> (3)1.5INx11.25INx14.0FT <br /> #2-Hem-Fir-Dry Use StruCalc Version 9.0.2.5 7/12/2018 5:13:04 PM <br /> `Section Adequate By: 22.8% <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 LOADING DIAGRAM <br /> Live Load 0.22 IN L/750 <br /> Dead Load 0.10 in <br /> Total Load 0.32 IN L/525 <br /> Live Load Deflection Criteria:U360 Total Load Deflection Criteria: L/240 <br /> REACTIONS 6 <br /> Live Load 1260 lb 1260 lb <br /> Dead Load 539 lb 539 lb <br /> Total Load 1799 lb 1799 lb <br /> Bearing Length 0.99 in 0.99 in <br /> BEAM DATA Center <br /> Span Length 14 ft <br /> Unbraced Length-Top 0 ft A 14 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 Adjusted Floor Live Load FLL= 40 psf 40 psf <br /> Bending Stress: Fb= 850 psi Fb'= 978 psi Floor Dead Load FDL= 15 psf 15 psf <br /> Cd=1.00 CF=1.00 Cr-1.15 Floor Tributary Width FTW= 4.5 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 <br /> Comp. to Grain: Fc- = 405 psi Fc--i-'= 405 psi BEAM LOADING <br /> Beam Total Live Load: wL= 180 plf <br /> Controlling Moment: 6295 ft-lb Beam Total Dead Load: wD= 68 plf <br /> 7.0 ft from left support Beam Self Weight: BSW= 9 plf <br /> Total Maximum Load: wT= 257 plf <br /> Created by combining all dead and live loads. <br /> Controlling Shear: -1583 lb <br /> At a distance d from support. <br /> Created by combining all dead and live loads. <br /> Comparisons with required sections: Read Provided <br /> Section Modulus: 77.28 in3 94.92 in3 <br /> Area(Shear): 15.83 in2 50.63 in2 <br /> Moment of Inertia(deflection): 256.42 in4 533.94 in4 <br /> Moment: 6295 ft-lb 7732 ft-lb <br /> Shear: -1583 lb 5063 lb <br /> NOTES <br />