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Project lenya • Page <br /> Tatyaa Shadyr <br /> Location:uf#2 skit Archstud"+o'Y.Shadyrya' <br /> Uniformly Loaded Floor Beam 22420 6th PI West a <br /> [2015 International Building Code(2012 NOS)] Bothell,WA 98021 <br /> 3.5 IN x 11.875 IN x 7.5 FT <br /> 2.0E Parallam-iLevel Trus Joist StruCalc Version 9.0.2.5 10/19/2016 3:11:52 PM <br /> Section Adequate By:406.9% <br /> Controlling Factor.Shear <br /> pEFLECTIONS Center LOADING DIAGRAM <br /> Live Load 0.02 IN L/4145 <br /> Dead Load 0.01 in <br /> Total Load 0.03 IN L/2922 <br /> Live Load Deflection Criteria:U480 Total Load Deflection Criteria:U360 <br /> REACTIONS A <br /> Live Load 1118 lb 1118 lb <br /> Dead Load 468 lb 468 lb <br /> Total Load 1586 lb 1586 lb <br /> Bearing Length 0.60 in 0.60 in <br /> BEAM DATA Center <br /> Span Length 7.5 ft <br /> Unbraced Length-Top 0 ft 7.5 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= 2.9 ft 4.6 ft <br /> Shear Stress: Fv= 290 psi Fv'= 290 psi <br /> Cd=1.00 Wall Load WALL= 0 ptf <br /> Modulus of Elasticity: E= 2000 ksi E'= 2000 ksi <br /> Comp.L to Grain: Fc-L= 750 psi Fc- = 750 psi BEAM LOADING <br /> Beam Total Live Load: wL= 298 plf <br /> Controlling Moment: 2972 ft-lb Beam Total Dead Load: wD= 112 plf <br /> 3.75 ft from left support Beam Self Weight: BSW= 13 plf <br /> Created by combining all dead and live loads. Total Maximum Load: wT= 423 plf <br /> Controlling Shear: 1585 lb <br /> At support. <br /> Created by combining all dead and live loads. <br /> Comparisons with required sections: Reo'd Provided <br /> Section Modulus: 12.29 in3 82.26 in3 <br /> Area(Shear): 8.2 in2 41.56 in2 <br /> Moment of Inertia(deflection): 60.18 in4 488.41 in4 <br /> Moment: 2972 ft-lb 19902 ft-lb <br /> Shear: 1585 lb 8035 lb <br /> NOTES <br /> 318 <br />