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Project:lenya 401 • page <br /> Tatyana Shadyrya <br /> Location:uf#1 sfsitaArchstudio"Y.Shadyrya" <br /> Uniformly Loaded Floor Beam rya---" 22420 fith PI West <br /> of <br /> [2015 International Building Code(2012 NDS)] Bothell,WA 98021 <br /> 3.5 IN x 11.875 IN x 11.5 FT <br /> 2.0E Parallam-Level This Joist StruCalc Version 9.0.2.5 10/19/2016 3:10:47 PM <br /> Section Adequate By:125.1% <br /> Controlling Factor:Deflection <br /> DEFLECTIONS Center LOADING DIAGRAM <br /> Live Load 0.12 IN U1150 <br /> Dead Load 0.05 in <br /> Total Load 0.17 IN U810 <br /> Live Load Deflection Criteria:U480 Total Load Deflection Criteria:U360 <br /> REACTIONS A B <br /> Live Load 1714 lb 1714 lb <br /> Dead Load 717 lb 717 lb <br /> Total Load 2431 lb 2431 lb <br /> Bearing Length 0.93 in 0.93 in <br /> BEAM DATA Center <br /> Span Length 11.5 ft <br /> Unbraced Length-Top 0 ft 11.5ft <br /> Floor Duration Factor 1.00 <br /> Notch Depth 0.00 <br /> MATERIAL PROPERTIES FLOOR LOADING <br /> 2.0E Parallam-iLevef 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 Of <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= 298 plf <br /> Controlling Moment 6988 ft-lb Beam Total Dead Load: wD= 112 plf <br /> 5.75 ft from left support Beam Self Weight: BSW= 13 Of <br /> Created by combining a dead and live loads. Total Maximum Load: wT= 423 Of <br /> Controlling Shear: 2431 lb <br /> At support. <br /> Created by combining all dead and live loads. <br /> Comparisons with required sections: Req'd Provided <br /> Section Modulus: 28.88 in3 82.26 in3 <br /> Area(Shear): 12.57 in2 41.56 in2 <br /> Moment of Inertia(deflection): 216.96 in4 488.41 in4 <br /> Moment: 6988 ft-lb 19902 ft-lb <br /> Shear: 2431 lb 8035 lb <br /> NOTES <br /> `zp8 <br />