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Evaluation and Repair Procedures for Precast/Prestressed Concrete Girders with Longitudinal Cracking in the Web (2010) / Chapter Skim
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Pages 62-63

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From page 62...
... However, the proposed details require that at least 50% of the end zone reinforcement be placed in the end h/8 of the member, where h is the member depth. The balance of the end zone reinforcement is recommended to be placed in the distance between h/8 and h/2 from the member end.
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From page 63...
... 63 paper will be prepared for publication in the PCI Journal or the ACI Structural Journal. Also, the research team will approach NDOR and VDOT to present the findings and recommendations of this project.
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Key Terms

  • proposed detail
  • flexural cracking
  • crack widths
  • crack width
  • zone reinforcement


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