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' Project Title: <br /> Engineer: <br /> 1` Project ID: <br /> UMLAUF ENGINEERS Project Descr: <br /> Printed: 14 APR 2021. 5:13PM <br /> Wood BeamFile:Zap.ec6 <br /> Software copyright ENERCALC,INC.INC1983-2020,8uild:12.20.8.24 <br /> Lic.#:KW-06011909 L2 Engineers <br /> DESCRIPTION: H2 <br /> CODE REFERENCES <br /> Calculations per NDS 2018, IBC 2018, CBC 2019,ASCE 7-16 <br /> Load Combination Set:ASCE 7-16 <br /> Material Properties <br /> Analysis Method: Allowable Stress Design Fb+ 575.0 psi E:Modulus of Elasticity <br /> Load Combination ASCE 7-16 Fb- 575.0 psi Ebend-xx 1,100.0 ksi <br /> Fc-Prll 575.0 psi Eminbend-xx 400.0 ksi <br /> Wood Species : Hem-Fir Fc-Perp 405.0 psi <br /> Wood Grade :No.2 Fv 140.0 psi <br /> Ft 375.0 psi Density 26.840 pcf <br /> Beam Bracing : Completely Unbraced <br /> D(0.165�L(0.55) <br /> o <br /> X x <br /> 4x12 Ailk1 <br /> Span=6.0ft <br /> I <br /> Applied Loads Service loads entered.Load Factors will be applied for calculations. <br /> Uniform Load: D=0.0150, L=0.050 ksf, Tributary Width=11.0 ft,(Mezzanine) <br /> DESIGN SUMMARY Design OK <br /> Maximum Bending Stress Ratio = 0.83a 1 Maximum Shear Stress Ratio = 0.405 : 1 <br /> Section used for this span 4x12 Section used for this span 4x12 <br /> fb:Actual = 522.97psi fv:Actual = 56.66 psi <br /> Fb:Allowable = 625.74 psi Fv:Allowable = 140.00 psi <br /> Load Combination +D+L Load Combination +D+L <br /> Location of maximum on span = 3.000ft 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 0.035 in Ratio= 2038>=480 1 <br /> Max Upward Transient Deflection 0.000 in Ratio= i<480 I <br /> Max Downward Total Deflection 0.046 in Ratio= 1568>=240 <br /> Max Upward Total Deflection 0.000 in Ratio= <240 <br />