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Wood Beam File=S:1Jobs1s181s1803\s1803016-1504 Grand Ave\wo xxxxxx\_enercalc trib 180131 .ec6 <br /> ENERCALC,INC.1983-2017,Build:6.17.2.28,Ver:6.17.2.28 <br /> Lic.#:KW-06006655 Licensee:SOUND STRUCTURAL SOLUTIONS <br /> Description: DF 4x 2x[4x12max 2x10min] <br /> CODE REFERENCES <br /> Calculations per NDS 2015, IBC 2015, CBC 2016,ASCE 7-10 <br /> Load Combination Set: IBC 2015 <br /> Material Properties <br /> Analysis Method: Allowable Stress Design Fb-Tension 900.0 psi E:Modulus of Elasticity <br /> Load Combination iBC 2015 Fb-Compr 900.0 psi Ebend-xx 1,600.0 ksi <br /> Fc-PrIl 1,350.0 psi Eminbend-xx 580.0 ksi <br /> Wood Species : Douglas Fir- Larch Fc-Perp 625.0 psi <br /> Wood Grade :No.2 Fv 180.0 psi <br /> Ft 575.0 psi Density 31.20 pcf <br /> Beam Bracing : Beam is Fully Braced against lateral-torsional buckling <br /> D(0.02)L(0.06)S(0.025) D(0.02)L(0.06)S(0.025) <br /> N N K <br /> s N K <br /> 2x10 2x10 <br /> Span=12.0 ft Span=4.0ft <br /> Applied Loads Service loads entered. Load Factors will be applied for calculations. <br /> Load for Span Number 1 <br /> Uniform Load: D=0.020, L=0.060, S=0.0250, Tributary Width=1.0 ft,(ROOF DECK) <br /> Load for Span Number 2 <br /> Uniform Load: D=0.020, L=0.060, S=0.0250, Tributary Width=1.0 ft,(ROOF DECK) <br /> DESIGN SUMMARY Desi.n OK <br /> Maximum Bending Stress Ratio = 0.645: 1 Maximum Shear Stress Ratio = 0.320 : 1 <br /> Section used for this span 2x10 Section used for this span 2x10 <br /> fb:Actual = 638.27 psi fv:Actual = 57.66 psi <br /> FB:Allowable = 990.00 psi Fv:Allowable = 180.00 psi <br /> Load Combination +D+L Load Combination +D+L <br /> Location of maximum on span = 5.363ft Location of maximum on span = 12.000 ft <br /> Span#where maximum occurs = Span#1 Span#where maximum occurs = Span#1 <br /> Maximum Deflection <br /> Max Downward Transient Deflection 0.131 in Ratio= 1096>=360 <br /> Max Upward Transient Deflection -0.084 in Ratio= 1142>=360 <br /> Max Downward Total Deflection 0.183 in Ratio= 785>=240. <br /> Max Upward Total Deflection -0.117 in Ratio= 818>=240. <br /> Overall Maximum Deflections <br /> Load Combination Span Max.""Defl Location in Span Load Combination Max."+"Defl Location in Span <br /> +D+0.750L+0.750S 1 0.1833 5.765 0.0000 0.000 <br /> 2 0.0000 5.765 +D+0.750L+0.750S -0.1171 4.000 <br />