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Title Block Line 1 Project Title: �1.5 <br /> You can change this area Engineer: Project ID: <br /> using the"Settings"menu item Project Descr: <br /> and then using the"Printing& <br /> Title Block"selection. <br /> Title Block Line 6 Panted:24 JAN 2018,7 17A <br /> Wood Beam File=C:\UserstChrislDesktop8276.ec6 <br /> ENERCALC,INC.1983-2017,Build:10.17.12:10,Ver.10.17.12.10 <br /> Lic.#:KW-06011301 <br /> Licensee:Covington <br /> Description: dining room header <br /> CODE REFERENCES <br /> Calculations per NDS 2005, IBC 2009, CBC 2010,ASCE 7-10 <br /> Load Combination Set: IBC 2015 <br /> Material Properties <br /> Analysis Method: Allowable Stress Design Fb+ 2900 psi E:Modulus of Elasticity <br /> Load Combination IBC 2015 Fb- 2900 psi Ebend-xx 2000 ksi <br /> Fc-PrIl 2900 psi Eminbend-xx 1016.535 ksi <br /> Wood Species :Trus Joist Fc-Perp 625 psi <br /> Wood Grade : Parallam PSL 2.0E Fv 290 psi <br /> Ft 2025 psi Density 45.05pcf <br /> Beam Bracing : Beam is Fully Braced against lateral-torsional buckling <br /> D(2.0021 S(3.34) <br /> o <br /> 0(0.06)a S(0.05) <br /> 1 b a <br /> 5.25x9.25 <br /> :44 1 <br /> Span=10.0 ft <br /> Applied Loads Service loads entered. Load Factors will be applied for calculations. <br /> Uniform Load: D=0.060, S=0.050, Tributary Width=1.0 ft <br /> Point Load: D=2.002, S=3.340 k @ 5.750 ft <br /> DESIGN SUMMARY <br /> Maximum Bending Stress Ratio = 0.69a 1 Maximum Shear Stress Ratio = 0.328 : 1 <br /> Section used for this span 5.25x9.25 Section used for this span 5.25x9.25 <br /> fb:Actual = 2,300.82 psi Iv:Actual = 109.26 psi <br /> FB:Allowable = 3,335.00 psi Fv:Allowable = 333.50 psi <br /> Load Combination +D+S+H Load Combination +D+S+H <br /> Location of maximum on span = 5.730ft Location of maximum on span = 9.234 ft <br /> Span#where maximum occurs = Span#1 Span#where maximum occurs = Span#1 <br /> Maximum Deflection <br /> Max Downward Transient Deflection 0.186 in Ratio= 646>=240. <br /> Max Upward Transient Deflection 0.000 in Ratio= 0<240.0 • <br /> Max Downward Total Deflection 0.307 in Ratio= 391>=180 <br /> Max Upward Total Deflection 0.000 in Ratio= 0<180 <br /> Vertical Reactions Support notation:Far left is#1 Values in KIPS <br /> Load Combination Support 1 Support 2 <br /> Overall MAXimum 2.820 3.622 <br /> Overall MINimum 1.670 2.171 <br /> +D+H 1.151 1.451 <br /> +D+L+H 1.151 1.451 <br /> +D+Lr+H 1.151 1.451 <br /> +D+S+H 2.820 3.622 <br /> +D+0.750Lr+0.750L+H 1.151 1.451 <br /> +D+0.750L+0.750S+H 2.403 3.079 <br /> +D+0.60W+H 1.151 1.451 <br />