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Project:lenya S Page <br /> Tatyana <br /> Location:uf#4 � Archstudio"Y.SY.Shawit* dyrya` <br /> Uniformly Loaded Floor Beam °""" 22420 6th Pi West <br /> [2015 International BuildingCode(2012 NOS)] of <br /> ( )l � Bothell,WA 98021 <br /> 7.0INx16.0INx18.6FT <br /> 2.0E Parallam-iLevel Trus Joist StruCalc Version 9.0.2.5 10/19/2016 3:35:58 PM <br /> Section Adequate By:64.8% <br /> Controlling Factor:Deflection <br /> DEFLECTIONS Center LOADING DIAGRAM <br /> Live Load 0.26 IN U861 <br /> Dead Load 0.12 in <br /> Total Load 0.38 IN U593 <br /> Live Load Deflection Criteria:U480 Total Load Deflection Criteria:U360 <br /> REACTIONS A B <br /> Live Load 4278 lb 4278 lb <br /> Dead Load 1930 lb 1930 lb <br /> Total Load 6208 lb 6208 lb <br /> Bearing Length 1.18 in 1.18 in <br /> BEAM DATA Center <br /> Span Length 18.6 ft — -- — -- — -- <br /> Unbraced Length-Top 0 ft — --- -- ---. --- t8.6 r< - <br /> Floor Duration Factor 1.00 <br /> Notch Depth 0.00 <br /> MATERIAL PROPERTIES FLOOR LOADING <br /> 2.0E Parallam-Level Trus Joist <br /> Side 1 Side 2 <br /> Base Values Adlusted Floor Live Load FLL= 40 psf 40 psf <br /> Bending Stress: Fb= 2900 psi Fb'= 2809 psi Floor Dead Load FDL= 15 psf 15 psf <br /> Cd=1.00 CF=0.97 Floor Tributary Width FTW= 4 ft 7.5 ft <br /> Shear Stress: Fv= 290 psi Fv'= 290 psi <br /> Cd=1.00 Wall Load WALL= 0 pif <br /> Modulus of Elasticity: E= 2000 ksi E'= 2000 ksi <br /> Comp. to Grain: Fc---= 750 psi Fc = 750 psi BEAM LOADING <br /> Beam Total Live Load: wL= 460 plf <br /> Controlling Moment: 28866 ft-lb Beam Total Dead Load: wD= 173 plf <br /> 9.3 ft from left support Beam Self Weight: BSW= 35 plf <br /> Created by combining all dead and live loads. Total Maximum Load: wT= 668 plf <br /> Controlling Shear: 6208 lb <br /> At support. <br /> Created by combining all dead and live loads. <br /> Comparisons with required sections: Req d Provided <br /> Section Modulus: 123.33 in3 298.67 in3 <br /> Area(Shear): 32.11 in2 112 in2 <br /> Moment of Inertia(deflection): 1449.42 in4 2389.33 in4 <br /> Moment: 28866 ft-lb 69907 ft-lb <br /> Shear: 6208 lb 21653 lb <br /> NOTES <br /> 6 I b <br />