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• Project Title: • <br /> Engineer: <br /> Project ID: <br /> Project Descr: <br /> Wood Beam File:2023-01-11 Beam Checks.ec6 <br /> Software copyright ENERCALC,INC.1983-2020,Build:12.20.5.17 <br /> Lic.#:KW-06006102 DIBBLE ENGINEERS INC. <br /> DESCRIPTION: Cantilevered Joist <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+ 850.0 psi E:Modulus of Elasticity <br /> Load Combination ASCE 7-16 Fb- 850.0 psi Ebend-xx 1,300.0 ksi <br /> Fc-Prll 1,300.0 psi Eminbend-xx 470.0 ksi <br /> Wood Species : Hem-Fir Fc-Perp 405.0 psi <br /> Wood Grade : No.2 Fv 150.0 psi <br /> Ft 525.0 psi Density 26.840pcf <br /> Beam Bracing : Beam is Fully Braced against lateral-torsional buckling <br /> D(0.04)L(0.1) <br /> a a F <br /> 2x8 2x8 Y <br /> Span=2.0 ft Span=1.0 ft <br /> AAA��� <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=0.040, L=0.10 ksf, Tributary Width=1.0 ft,(Deck Loading) <br /> DESIGN SUMMARY Design OK <br /> Maximum Bending Stress Ratio = 0.254: 1 Maximum Shear Stress Ratio = 0.261 : 1 <br /> Section used for this span 2x8 Section used for this span 2x8 <br /> = 259.40 psi = 39.15 psi <br /> = 1,020.00 psi = 150.00 psi <br /> Load Combination +D+L Load Combination +D+L <br /> Location of maximum on span = 2.000ft Location of maximum on span = 2.000ft <br /> Span#where maximum occurs = Span#1 Span#where maximum occurs = Span#1 <br /> Maximum Deflection <br /> Max Downward Transient Deflection 0.009 in Ratio= 5148>=360 <br /> Max Upward Transient Deflection 0.000 in Ratio= 0<360 <br /> Max Downward Total Deflection 0.013 in Ratio= 3626>=180 <br /> Max Upward Total Deflection -0.001 in Ratio= 23293>=180 <br /> Vertical Reactions Support notation:Far left is#1 Values in KIPS <br /> Load Combination Support 1 Support 2 Support 3 <br /> Overall MAXimum 0.569 -0.283 <br /> Overall MINimum 0.400 -0.083 <br /> DOnly 0.169 -0.083 283# uplift @ cantilever support end <br /> +D+L 0.569 -0.283 <br /> +D+0.750L 0.469 -0.233 <br /> +0.60D 0.101 -0.050 LUS28 uplift capacity = 1000# <br /> L Only 0.400 -0.200 <br /> See Following Simpson Catalog page <br />