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• Project Title: <br /> Engineer: <br /> .111 <br /> Project ID:UMLAUF ENGINEERS Project Descr: <br /> Printed:14 APR 2021. 5:16PM <br /> File:Zap.ec6 <br /> Wood Beam <br /> Software copyright ENERCALC,INC.1983-2020,Build:12.20.824 <br /> Lic.#:KW-06011909 L2 Engineers <br /> DESCRIPTION: B1 <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+ 2,900.0 psi E:Modulus of Elasticity <br /> Load Combination ASCE 7-16 Fb- 2,900.0 psi Ebend-xx 2,000.0 ksi <br /> Fc-Prll 2,900.0 psi Eminbend-xx 1,016.54 ksi <br /> Wood Species : iLevel Truss Joist Fc-Perp 750.0 psi <br /> Wood Grade :Parallam PSL 2.0E Fv 290.0 psi <br /> Ft 2,025.0 psi Density 45.070pcf <br /> Beam Bracing : Beam is Fully Braced against lateral-torsional buckling <br /> a b D(0.27)L(0.756) <br /> ? b <br /> 5.25x16.0 rt h, <br /> Span= 18.50 ft <br /> Applied Loads Service loads entered. Load Factors will be applied for calculations. <br /> Uniform Load: D=0.0150, L=0.0420 ksf, Tributary Width=18.0 ft,(Mezzanine) <br /> DESIGN SUMMARY Design OK <br /> Maximum Bending Stress Ratio = 0.837: 1 Maximum Shear Stress Ratio = 0.503 : 1 <br /> Section used for this span 5.25x16.0 Section used for this span 5.25x16.0 <br /> fb:Actual = 2,351.44psi fv:Actual = 145.97 psi <br /> Fb:Allowable = 2,808.86psi Fv:Allowable = 290.00 psi <br /> Load Combination +D+L Load Combination +D+L <br /> Location of maximum on span = 9.250ft Location of maximum on span = 17.217 ft <br /> Span#where maximum occurs = Span#1 Span#where maximum occurs = Span#1 <br /> Maximum Deflection <br /> Max Downward Transient Deflection 0.559 in Ratio= 397>=360 <br /> Max Upward Transient Deflection 0.000 in Ratio= Li<360 <br /> Max Downward Total Deflection 0.759 in Ratio= 292>=240 <br /> Max Upward Total Deflection 0.000 in Ratio= 0<240 <br />