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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 /> Title Block Line 6 Printed:8JUN 2015,4:51PM <br /> File=c:\CKPROJ-112015PR-1115-024-1\CALCS\gravity.ec6 <br /> Wood Beam 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#7 <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 psi E:Modulus of Elasticity <br /> Load Combination ASCE 7-10 Fb-Compr 850 psi Ebend-xx 1300 ksi <br /> Fc-Prll 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 27.7 pcf <br /> Beam Bracing : Beam is Fully Braced against lateral-torsion buckling <br /> D(0.28)L(0.79) <br /> D(0.03)L(0.12) <br /> V V V V V <br /> 4x10 <br /> Span=9.550 ft <br /> Applied LoadsService 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=3.0 ft,(DECK) <br /> Point Load: D=0.280, L=0.790 k R 4.0 ft,(DK#5) <br /> DESIGN SUMMARY c Design OK <br /> Maximum Bending Stress Ratio = 0.994: 1 Maximum Shear Stress Ratio = 0.385 : 1 <br /> Section used for this span 4x10 Section used for this span 4x10 <br /> fb :Actual = 1,014.30 psi fv:Actual = 57.82 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 = 4.008ft 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 0.155 in Ratio= 737 <br /> Max Upward Transient Deflection 0.000 in Ratio= 0 <360 <br /> Max Downward Total Deflection 0.206 in Ratio= 555 <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 0.2064 4.670 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 1.368 1.194 <br /> Overall MINimum 0.201 0.174 <br /> +D+H 0.336 0.290 <br /> +D+L+H 1.368 1.194 <br /> +D+Lr+H 0.336 0.290 <br /> +D+S+H 0.336 0.290 <br /> +D+0.750Lr+0.750L+H 1.110 0.968 <br /> 1 - <br />