Calibration of AASHTO LRFD Concrete Bridge Design Specifications for Serviceability (2014)
Chapter: Appendix F Comparison of Crack Width Prediction Equations for Prestressed Concrete Members
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Previous Chapter:
Appendix E Derivation of the Resistance Prediction Equation of Prestressed Concrete Girders
Next Chapter: Appendix G Concrete Fatigue Database
Suggested Citation:
"Appendix F Comparison of Crack Width Prediction Equations for Prestressed Concrete Members." National Academies of Sciences, Engineering, and Medicine. 2014. Calibration of AASHTO LRFD Concrete Bridge Design Specifications for Serviceability. Washington, DC: The National Academies Press.
doi: 10.17226/22407.
Suggested Citation:
"Appendix F Comparison of Crack Width Prediction Equations for Prestressed Concrete Members." National Academies of Sciences, Engineering, and Medicine. 2014. Calibration of AASHTO LRFD Concrete Bridge Design Specifications for Serviceability. Washington, DC: The National Academies Press.
doi: 10.17226/22407.
Suggested Citation:
"Appendix F Comparison of Crack Width Prediction Equations for Prestressed Concrete Members." National Academies of Sciences, Engineering, and Medicine. 2014. Calibration of AASHTO LRFD Concrete Bridge Design Specifications for Serviceability. Washington, DC: The National Academies Press.
doi: 10.17226/22407.
Suggested Citation:
"Appendix F Comparison of Crack Width Prediction Equations for Prestressed Concrete Members." National Academies of Sciences, Engineering, and Medicine. 2014. Calibration of AASHTO LRFD Concrete Bridge Design Specifications for Serviceability. Washington, DC: The National Academies Press.
doi: 10.17226/22407.
Suggested Citation:
"Appendix F Comparison of Crack Width Prediction Equations for Prestressed Concrete Members." National Academies of Sciences, Engineering, and Medicine. 2014. Calibration of AASHTO LRFD Concrete Bridge Design Specifications for Serviceability. Washington, DC: The National Academies Press.
doi: 10.17226/22407.
Suggested Citation:
"Appendix F Comparison of Crack Width Prediction Equations for Prestressed Concrete Members." National Academies of Sciences, Engineering, and Medicine. 2014. Calibration of AASHTO LRFD Concrete Bridge Design Specifications for Serviceability. Washington, DC: The National Academies Press.
doi: 10.17226/22407.
Suggested Citation:
"Appendix F Comparison of Crack Width Prediction Equations for Prestressed Concrete Members." National Academies of Sciences, Engineering, and Medicine. 2014. Calibration of AASHTO LRFD Concrete Bridge Design Specifications for Serviceability. Washington, DC: The National Academies Press.
doi: 10.17226/22407.
Suggested Citation:
"Appendix F Comparison of Crack Width Prediction Equations for Prestressed Concrete Members." National Academies of Sciences, Engineering, and Medicine. 2014. Calibration of AASHTO LRFD Concrete Bridge Design Specifications for Serviceability. Washington, DC: The National Academies Press.
doi: 10.17226/22407.
Suggested Citation:
"Appendix F Comparison of Crack Width Prediction Equations for Prestressed Concrete Members." National Academies of Sciences, Engineering, and Medicine. 2014. Calibration of AASHTO LRFD Concrete Bridge Design Specifications for Serviceability. Washington, DC: The National Academies Press.
doi: 10.17226/22407.
Suggested Citation:
"Appendix F Comparison of Crack Width Prediction Equations for Prestressed Concrete Members." National Academies of Sciences, Engineering, and Medicine. 2014. Calibration of AASHTO LRFD Concrete Bridge Design Specifications for Serviceability. Washington, DC: The National Academies Press.
doi: 10.17226/22407.
Suggested Citation:
"Appendix F Comparison of Crack Width Prediction Equations for Prestressed Concrete Members." National Academies of Sciences, Engineering, and Medicine. 2014. Calibration of AASHTO LRFD Concrete Bridge Design Specifications for Serviceability. Washington, DC: The National Academies Press.
doi: 10.17226/22407.
Suggested Citation:
"Appendix F Comparison of Crack Width Prediction Equations for Prestressed Concrete Members." National Academies of Sciences, Engineering, and Medicine. 2014. Calibration of AASHTO LRFD Concrete Bridge Design Specifications for Serviceability. Washington, DC: The National Academies Press.
doi: 10.17226/22407.
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