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y Tille Block Line 1 Project Title: lav <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 2018.7:29AM <br /> Wood Beam File=C:lUsers'ChristDesktopt8276.ec6 <br /> ENERCALC INC.1983.2017,Build:10:17.12.10,Ver.10.17t2.10 <br /> Lic #: KW-06011301 Licensee:Covington <br /> Description: typ hdr <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 1300ksi <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 26.83pcf <br /> Beam Bracing : Beam is Fully Braced against lateral-torsional buckling <br /> 0(0.086)S(0 144) <br /> b 6 d 6 b <br /> r44- <br /> 4x4 <br /> Span=5.0 ft <br /> Applied Loads Service loads entered. Load Factors will be applied for calculations. <br /> Uniform Load: D=0.0860, S=0.1440, Tributary Width=1.0 ft <br /> DESIGN SUMMARY Desi.n OK <br /> Maximum Bending Stress Ratio = 0.823 1 Maximum Shear Stress Ratio = 0.363 : 1 <br /> Section used for this span 4x4 Section used for this span 4x4 <br /> fb:Actual = 1,207.00psi fv:Actual = 62.70 psi <br /> FB:Allowable = 1,466.25psi Fv:Allowable = 172.50 psi <br /> Load Combination +D+S+H Load Combination +D+S+H <br /> Location of maximum on span = 2.500ft 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 0.125 in Ratio= 478>=240 <br /> Max Upward Transient Deflection 0.000 in Ratio= 0<240 <br /> Max Downward Total Deflection 0.200 in Ratio= 299>=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 0.575 0.575 <br /> Overall MINimum 0.360 0.360 <br /> +D+H 0.215 0.215 <br /> +D+L+H 0.215 0.215 <br /> +D+Lr+H 0.215 0.215 <br /> +D+S+H 0.575 0.575 <br /> +D+0.750Lr+0.750L+H 0.215 0.215 <br /> +D+0.750L+0.750S+H 0.485 0.485 <br /> +D+0.60W+1-1 0.215 0.215 <br /> +D+0.70E+H 0.215 0.215 <br /> +0+0.750Lr+0.750L+0.450W+H 0.215 0.215 <br />