Laserfiche WebLink
' Project Title: <br /> Engineer: <br /> Project ID: <br /> UMLAUF ENGINEERS Project Descr: <br /> Printed: 4 APR 2021,12:27PM <br /> File:2ap.ec6 <br /> Wood Beam <br /> Software copyright ENERCALC,INC.1983-2020,Build:12.20.8.24 <br /> Lic.#:KW-06011909 L2 Engineers <br /> DESCRIPTION: H1 <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-PrIl 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 /> 0 o D(0.16513 L(0.55) o <br /> x <br /> 2-2x10 <br /> Span=4-0 ft <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 = 0.639. 1 Maximum Shear Stress Ratio = 0.343 : 1 <br /> Section used for this span 2-2x10 Section used for this span 2-2x10 <br /> fb: Actual = 401.11 psi fv:Actual = 47.96 psi <br /> Fb:Allowable = 627.69psi Fv:Allowable = 140.00 psi <br /> Load Combination +D+L Load Combination +D+L <br /> Location of maximum on span = 2.000ft Location of maximum on span = 3.241 ft <br /> Span#where maximum occurs = Span#1 Span#where maximum occurs = Span#1 <br /> Maximum Deflection <br /> Max Downward Transient Deflection 0.015 in Ratio= 3278>=480 <br /> Max Upward Transient Deflection 0.000 in Ratio= 0<480 <br /> Max Downward Total Deflection 0.019 in Ratio= 2521 >=240 <br /> Max Upward Total Deflection 0.000 in Ratio= 0<240 <br />