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Project:SURINDER page <br /> Location:4'upper flr bm dining/laundry(4x12 df2)OR 2 11/16 PARALLAM a p4�i AmericanHomePlanners / <br /> Uniformly Loaded Floor Beam - 2812 Colby Avenue of <br /> [2015 International Building Code(2012 NDS)] Everett WA 98201 <br /> 2.688 IN x 11.875 IN x 4.33 FT <br /> 2.0E Parallam-iLevel Trus Joist StruCalc Version 9.0.2.5 2/17/2017 1:58:20 PM <br /> Section Adequate By: 139.5% <br /> Controlling Factor: Shear <br /> DEFLECTIONS Center LOADING DIAGRAM <br /> Live Load 0.01 IN L/6160 <br /> -Dead Load 0.00 in <br /> Total Load 0.01 IN L/4142 <br /> Live Load Deflection Criteria: L/360 Total Load Deflection Criteria: L/240 <br /> REACTIONS A <br /> Live Load 1732 lb 1732 lb <br /> Dead Load 844 lb 844 lb <br /> Total Load 2576 lb 2576 lb <br /> Bearing Length 1.28 in 1.28 in <br /> w <br /> BEAM DATA Center <br /> Span Length 4.33 ft . <br /> Unbraced Length-Top 0 ft A 4.33 ft <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= 20 ft 0 ft <br /> Shear Stress: Fv= 290 psi Fv'= 290 psi <br /> Cd=1.00 Wall Load WALL= 80 plf <br /> Modulus of Elasticity: E= 2000 ksi E= 2000 ksi <br /> Comp.-I-to Grain: Fc---= 750 psi Fc- '= 750 psi BEAM LOADING <br /> Beam Total Live Load: wL= 800 plf <br /> Beam Total Dead Load: wD= 380 plf <br /> Controlling Moment: 2789 ft-lb Beam Self Weight: BSW= 10 plf <br /> 2.165 ft from left support Total Maximum Load: wT= 1190 plf <br /> Created by combining all dead and live loads. <br /> Controlling Shear: -2576 lb <br /> At support. <br /> Created by combining all dead and live loads. <br /> Comparisons with required sections: Read Provided <br /> Section Modulus: 11.53 in3 63.16 in3 <br /> Area(Shear): 13.33 in2 31.91 in2 <br /> Moment of Inertia(deflection): 21.92 in4 375.03 in4 <br /> Moment: 2789 ft-lb 15282 ft-lb <br /> Shear: -2576 lb 6170 lb <br /> NOTES <br />