Laserfiche WebLink
• Project Title: <br /> Engineer: <br /> ft_ UMLAUF ENGINEERS Project ID:Project Descr: <br /> Printed: 4 APR 2021,12:27PM <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: J4-Exising Joists <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 1,100.0ksi <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 26.840pcf <br /> Beam Bracing : Beam is Fully Braced against lateral-torsional buckling Repetitive Member Stress Increase <br /> o D(0.015)L(0.05) <br /> C i 2x12 <br /> Span= 14.0 ft <br /> r <br /> Applied Loads Service loads entered.Load Factors will be applied for calculations. <br /> Uniform Load: D=0.0150, L=0.050, Tributary Width=1.0 ft,(Mezzanine) <br /> DESIGN SUMMARY Design OK <br /> Maximum Bending Stress Ratio = 0.913 1 Maximum Shear Stress Ratio = 0.251 : 1 I <br /> Section used for this span 2x12 Section used for this span 2x12 j <br /> fb:Actual = 603.97psi fv:Actual = 35.13 psi <br /> Fb:Allowable = 661.25psi Fv:Allowable = 140.00 psi <br /> Load Combination +D+L Load Combination +D+L I <br /> Location of maximum on span = 7.000ft Location of maximum on span = 13.080 ft <br /> Span#where maximum occurs = Span#1 Span#where maximum occurs = Span#1 <br /> Maximum Deflection <br /> Max Downward Transient Deflection 0.222 in Ratio= 756>=480 <br /> Max Upward Transient Deflection 0.000 in Ratio= 0<480 <br /> Max Downward Total Deflection 0.289 in Ratio= 582>=240 <br /> Max Upward Total Deflection 0.000 in Ratio= 0<240 <br />