Bridges for Service Life Beyond 100 Years: Service Limit State Design (2014)
Chapter: Appendix D - Derivation of the Resistance Prediction Equation of Prestressed Concrete Bridge Girders
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Previous Chapter:
Appendix C - Comparison of Crack Width Prediction Equations for Prestressed Concrete Members
Next Chapter: Appendix E - Normal Probability Plots of Fatigue Data for the Various Detail Categories
Suggested Citation:
"Appendix D - Derivation of the Resistance Prediction Equation of Prestressed Concrete Bridge Girders." National Academies of Sciences, Engineering, and Medicine. 2014. Bridges for Service Life Beyond 100 Years: Service Limit State Design. Washington, DC: The National Academies Press.
doi: 10.17226/22441.
Suggested Citation:
"Appendix D - Derivation of the Resistance Prediction Equation of Prestressed Concrete Bridge Girders." National Academies of Sciences, Engineering, and Medicine. 2014. Bridges for Service Life Beyond 100 Years: Service Limit State Design. Washington, DC: The National Academies Press.
doi: 10.17226/22441.
Suggested Citation:
"Appendix D - Derivation of the Resistance Prediction Equation of Prestressed Concrete Bridge Girders." National Academies of Sciences, Engineering, and Medicine. 2014. Bridges for Service Life Beyond 100 Years: Service Limit State Design. Washington, DC: The National Academies Press.
doi: 10.17226/22441.
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