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• Title Block Line 1 Project Title: <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 /> TitleBlock Line 6 Printed:8 JUN 2015.4:55PM <br /> I File=c:\C KPROJ-1\2015PR-1\15-024-11CA LCS\gravity.ec6 <br /> Wood B@8111 ENERCALC,INC.1983-2015,Build:6.15.1.19,Ver.6.15.1.19 <br /> Lic.#:KW-06009431 Licensee:CK Engineering LLC <br /> Description: DK#6 <br /> CODE REFERENCES <br /> Calculations per NDS 2012, IBC 2012, CBC 2013,ASCE 7-10 <br /> Load Combination Set :ASCE 7-10 <br /> Material Properties <br /> Analysis Method: Allowable Stress Design Fb-Tension 850.0 psi E:Modulus of Elasticity <br /> Load Combination ASCE 7-10 Fb-Compr 850.0 psi Ebend-xx 1,300.0 ksi <br /> Fc-PrIl 1,300.0 psi Eminbend-xx 470.0 ksi <br /> Wood Species : Hem Fir Fc-Perp 405.0 psi <br /> Wood Grade :No.2 Fv 150.0 psi <br /> Ft 525.0 psi Density 27.70 pcf <br /> Beam Bracing : Beam is Fully Braced against lateral-torsion buckling <br /> [14004))Mu13214) <br /> 0(0.1)L(0.4) <br /> V V V V V <br /> 1 _ <br /> 4x10 <br /> Span=4.0 ft <br /> Applied Loads Service loads entered. Load Factors will be applied for calculations. <br /> Beam self weight calculated and added to loads <br /> Uniform Load: D=0.010, L=0.040 ksf, Tributary Width=10.0 ft,(DECK) <br /> Point Load: D=0.40, L=1.250 k P,1.0 ft,(DK#5) <br /> Point Load: D=0.80, L=0.60 k L5 1.0 ft,(DK#3) <br /> DESIGN SUMMARY, ' Design OK <br /> Maximum Bending Stress Ratio = 0.71a 1 Maximum Shear Stress Ratio = 0.901 : 1 <br /> Section used for this span 4x10 Section used for this span 4x10 <br /> fb :Actual 732.09 psi fv:Actual 135.09 psi <br /> FB:Allowable = 1,020.00 psi Fv:Allowable 150.00 psi <br /> Load Combination +D+L+H Load Combination +D+L+H <br /> Location of maximum on span = 1.007ft Location of maximum on span = 0.000 ft <br /> Span#where maximum occurs = Span#1 Span#where maximum occurs = Span#1 <br /> Maximum Deflection <br /> Max Downward Transient Deflection 0.018 in Ratio= 2720 <br /> Max Upward Transient Deflection 0.000 in Ratio= 0 <360 <br /> Max Downward Total Deflection 0.026 in Ratio= 1835 <br /> Max Upward Total Deflection 0.000 in Ratio= 0 <180 <br /> Overall Maximum Deflections <br /> Load Combination Span Max.""Defl Location in Span Load Combination Max."+"Defl Location in Span <br /> +D+L+H 1 0.0261 1.854 0.0000 0.000 <br /> Vertical Reactions-^',;- , &' Support notation:Far left is#1 Values in KIPS <br /> Load Combination Support 1 Support 2 <br /> Overall MAXimum 3.300 1.775 <br /> Overall MINimum 0.667 0.307 <br /> +D+H 1.112 0.512 <br /> +D+L+H 3.300 1.775 <br /> +D+Lr+H 1.112 0.512 <br /> +D+S+H 1.112 0.512 <br /> 1 - <br />