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" Title Block Line 1 Project Title: O`-- <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 Printed:24 JAN 2018,7 19AM <br /> YYOOd Beam DIe=C:lUsers\Chris\Desktopl8276.ec6 <br /> ENERCALC,INC.1983.2017,Build:10.17.12.10,Ver:10.17.12.10 <br /> Lic.#:KW-06011301 Licensee:Covington <br /> Description: rafter <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+ 850 psi E:Modulus of Elasticity <br /> Load Combination iBC 2015 Fb- 850 psi Ebend-xx 1 300 ksi <br /> Fc-PrIl 1300 psi Eminbend-xx 470 ksi <br /> Wood Species : Hem Fir Fc-Perp 405 psi <br /> Wood Grade : No.2 Fv 150 psi <br /> Ft 525 psi Density 26.83pcf <br /> Beam Bracing : Beam is Fully Braced against lateral-torsional buckling Repetitive Member Stress Increase <br /> D(O.03�S(o.05) <br /> a a a a a <br /> 2x10 <br /> Span=13.0 ft <br /> 14 11 <br /> Applied Loads Service loads entered. Load Factors will be applied for calculations. <br /> Uniform Load: D=0.030, S=0.050, Tributary Width=1.0 ft <br /> DESIGN SUMMARY Desi•n OK <br /> Maximum Bending Stress Ratio = 0.767. 1 Maximum Shear Stress Ratio = 0.288 : 1 <br /> Section used for this span 2x10 Section used for this span 2x10 <br /> fb:Actual = 948.08 psi fv:Actual = 49.65 psi <br /> FB:Allowable = 1,236.54psi Fv:Allowable = 172.50 psi <br /> Load Combination +D+S+H Load Combination +D+S+H <br /> Location of maximum on span = 6.500ft Location of maximum on span = 12,241 ft <br /> Span#where maximum occurs = Span#1 Span#where maximum occurs = Span#1 <br /> Maximum Deflection <br /> Max Downward Transient Deflection 0.251 in Ratio= 620>=240 <br /> Max Upward Transient Deflection 0.000 in Ratio= 0<240 <br /> Max Downward Total Deflection 0.402 in Ratio= 387>=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 0.520 0.520 <br /> Overall MINimum 0.325 0.325 <br /> +D+H 0.195 0.195 <br /> +D+L+H 0.195 0.195 <br /> +D+Lr+H 0.195 0.195 <br /> +D+S+H 0.520 0.520 <br /> +D+0.750Lr+0.750L+H 0.195 0.195 <br /> +D+0.750L+0.750S+H 0.439 0.439 <br /> +D+0.60W+H 0.195 0.195 <br /> +0+0.70E+11 0.195 0.195 <br /> +D+0.750Lr+0.750L+0.450W+11 0.195 0.195 <br />