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Project Title: <br /> ii _ Engineer: <br /> Project ID: <br /> UMLAUF ENGINEERS Project Descr: <br /> ' <br /> Printed: 8 APR 2021. 8:43PM <br /> File:Zap.ec6 <br /> Wood Beam <br /> Software copyright ENERCALC,INC.1983-2020,Build:12.20.8.24 <br /> Lic.#:KW-06011909 L2 Engineers <br /> DESCRIPTION: Brace to Roof <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+ 850 psi E:Modulus of Elasticity <br /> Load Combination ASCE 7-16 Fb- 850 psi Ebend-xx 1300 ksi <br /> Fc-PrIl 1300 psi Eminbend-xx 470 ksi <br /> Wood Species : Hem-Fir Fc-Perp 405 psi <br /> Wood Grade :No.2 Fv 150 psi <br /> Ft 525 psi Density 26.84 pcf <br /> Beam Bracing : Beam bracing is defined as a set spacing over all spans <br /> Unbraced Lengths <br /> First Brace starts at 0.0 ft from Left-Most support <br /> Regular spacing of lateral supports on length of beam=6.0 ft <br /> D(0.005) D(0124) <br /> t � <br /> X X <br /> X X X <br /> 6x6 <br /> Span= 17.0 ft <br /> Applied Loads Service loads entered.Load Factors will be applied for calculations. <br /> Load for Span Number 1 <br /> Uniform Load: D=0.0050 k/ft,Extent=0.0-->>12.0 ft, Tributary Width=1.0 ft <br /> Point Load: D=0.240k@ 12.0 ft <br /> DESIGN SUMMARY Design OK <br /> Maximum Bending Stress Ratio = 0.53a 1 Maximum Shear Stress Ratio = 0.070 : 1 <br /> Section used for this span 6x6 Section used for this span 6x6 <br /> fb:Actual = 411.85psi fv:Actual = 9.45 psi <br /> Fb:Allowable = 765.00psi Fv:Allowable = 135.00 psi <br /> Load Combination D Only Load Combination D Only <br /> Location of maximum on span = 11.974ft Location of maximum on span = 12.036 ft <br /> Span#where maximum occurs = Span#1 Span#where maximum occurs = Span#1 <br /> Maximum Deflection <br /> Max Downward Transient Deflection 0.000 in Ratio= )<360 <br /> Max Upward Transient Deflection 0.000 in Ratio= 0<360 <br /> Max Downward Total Deflection 0.416 in Ratio= 490>=180 <br /> Max Upward Total Deflection 0.000 in Ratio= 0<180 <br />