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, Project: SURINDER page <br /> Location: 18'flush upper flr bm 5 1/4 x 11 7/8 Parallam) s]hylLdl AmericanHomePlanners <br /> Uniformly Loaded Floor Beam 2812 Colby Avenue of <br /> [2015 International Building Code(2012 NDS)] Everett WA 98201 <br /> 5.25 IN x 11.875 IN x 18.0 FT <br /> 2.0E Parallam-iLevel Trus Joist StruCalc Version 9.0.2.5 2/17/2017 1:57:53 PM <br /> Section Adequate By: 86.1% <br /> Controlling Factor: Deflection <br /> DEFLECTIONS Center LOADING DIAGRAM <br /> Live Load 0.32 IN L/670 <br /> Dead Load 0.15 in <br /> Total Load 0.47 IN L/455 <br /> Live Load Deflection Criteria: L/360 Total Load Deflection Criteria: L/240 <br /> REACTIONS A <br /> Live Load 1800 lb 1800 lb <br /> Dead Load 850 lb 850 lb <br /> Total Load 2650 lb 2650 lb <br /> Bearing Length 0.67 in 0.67 in <br /> BEAM DATA Center <br /> Span Length 18 ft _ <br /> Unbraced Length-Top 0 ft A 18m B <br /> Floor Duration Factor 1.00 <br /> Notch Depth 0.00 <br /> MATERIAL PROPERTIES FLOOR LOADING <br /> 2.0E Parallam-iLevel Trus Joist Side 1 Side 2 <br /> Base Values Adjusted Floor Live Load FLL= 40 psf 40 psf <br /> Bending Stress: Fb= 2900 psi Fb'= 2903 psi Floor Dead Load FDL= 15 psf 15 psf <br /> Cd=1.00 CF=1.00 Floor Tributary Width FTW= 5 ft 0 ft <br /> Shear Stress: Fv= 290 psi Fv'= 290 psi <br /> Cd=1.00 Wall Load WALL= 0 plf <br /> Modulus of Elasticity: E= 2000 ksi E= 2000 ksi BEAM LOADING <br /> Comp. to Grain: Fc-1= 750 psi Fc-1'= 750 psi Beam Total Live Load: wL= 200 plf <br /> Beam Total Dead Load: wD= 75 plf <br /> Controlling Moment: 11927 ft-lb Beam Self Weight: BSW= 19 plf <br /> 9.0 ft from left support Total Maximum Load: wT= 294 plf <br /> Created by combining all dead and live loads. <br /> Controlling Shear: 2650 lb <br /> At support. <br /> Created by combining all dead and live loads. <br /> Comparisons with required sections: Reed Provided <br /> Section Modulus: 49.29 in3 123.39 in3 <br /> Area(Shear): 13.71 in2 62.34 in2 <br /> Moment of Inertia(deflection): 393.6 in4 732.62 in4 <br /> Moment: 11927 ft-lb 29854 ft-lb <br /> Shear: 2650 lb 12053 lb <br /> NOTES <br />