Bridges for Service Life Beyond 100 Years: Service Limit State Design (2014)
Chapter: Appendix C - Comparison of Crack Width Prediction Equations for Prestressed Concrete Members
Unfortunately, this book can't be printed from the OpenBook.
If you need to print pages from this book, we recommend
downloading it as a PDF.
Visit NAP.edu/10766 to get more information about this book, to buy it in print, or to download it as a free PDF.
Visit NAP.edu/10766 to get more information about this book, to buy it in print, or to download it as a free PDF.
Previous Chapter:
Appendix B - SHRP 2 R19B Survey of Bridge Owners
Next Chapter: Appendix D - Derivation of the Resistance Prediction Equation of Prestressed Concrete Bridge Girders
Suggested Citation:
"Appendix C - Comparison of Crack Width Prediction Equations for Prestressed Concrete Members." 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 C - Comparison of Crack Width Prediction Equations for Prestressed Concrete Members." 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 C - Comparison of Crack Width Prediction Equations for Prestressed Concrete Members." 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 C - Comparison of Crack Width Prediction Equations for Prestressed Concrete Members." 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 C - Comparison of Crack Width Prediction Equations for Prestressed Concrete Members." 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 C - Comparison of Crack Width Prediction Equations for Prestressed Concrete Members." 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.
Subscribe to Email from the National Academies
Keep up with all of the activities, publications, and events by subscribing to free updates by email.