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Wood Be1111 File=S:1Jobs1s181s18031s1803016-1504 Grand Avelwo xxxxxxl_enercalc tub 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: GLB-V8 at cantilevers <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 2,400.0 psi E:Modulus of Elasticity <br /> Load Combination I BC 2015 Fb-Compr 2,400.0 psi Ebend-xx 1,800.0 ksi <br /> Fc-PrIl 1,650.0 psi Eminbend-xx 950.0 ksi <br /> Wood Species : DF/DF Fc-Perp 650.0 psi Ebend-yy 1,600.0 ksi <br /> Wood Grade :24F-V8 Fv 265.0 psi Eminbend-yy 850.0 ksi <br /> Ft 1,100.0 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(0.015)L(0.06)S(0.025) <br /> N N K <br /> .N, N K <br /> 5.5x7.5 5.5x7.5 <br /> Span=8.0 ft Span=2.0 ft <br /> Applied Loads Service loads entered. Load Factors will be applied for calculations. <br /> Beam self weight calculated and added to loads <br /> 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=0.0150, L=0.060, S=0.0250, Tributary Width=1.0 ft,(Deck Load) <br /> DESIGN SUMMARY Desi•n OK <br /> Maximum Bending Stress Ratio = 0.061: 1 Maximum Shear Stress Ratio = 0.052 : 1 <br /> Section used for this span 5.5x7.5 Section used for this span 5.5x7.5 <br /> fb:Actual = 146.63 psi Iv:Actual = 13.70 psi <br /> FB:Allowable = 2,400.00 psi Fv:Allowable = 265.00 psi <br /> Load Combination +D+L Load Combination +D+L <br /> Location of maximum on span = 3.754ft Location of maximum on span = 8.000 ft <br /> Span#where maximum occurs = Span#1 Span#where maximum occurs = Span#1 <br /> Maximum Deflection <br /> Max Downward Transient Deflection 0.014 in Ratio= 7038>=360 <br /> Max Upward Transient Deflection -0.009 in Ratio= 5368>=360 <br /> Max Downward Total Deflection 0.021 in Ratio= 4513>=240. <br /> Max Upward Total Deflection -0.014 in Ratio= 3398>=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+0.7505 1 0.0213 3.933 0.0000 0.000 <br /> 2 0.0000 3.933 +D+0.750L+0.7505 -0.0141 2.000 <br />