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About This Item

 

Full Description

This report provides information for the design of flexural concrete members in buildings post-tensioned with single-strand unbonded tendons. The report is intended to complement the commentary in ACI 318 and to provide suggestions for revisions and additions to ACI 318. Consideration is given to design for gravity and lateral loads, determination of fire endurance, design for seismic forces, and design for catastrophic loadings. Recommendations concerning details and properties of tendons, protection against corrosion, and construction procedures are presented.
 

Document History

  1. ACI 423.3R-17

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    Recommendations for Concrete Members Prestressed with Single-Strand Unbonded Tendons

    • Most Recent
  2. ACI 423.3R-05


    Recommendations for Concrete Members Prestressed with Unbonded Tendons

    • Historical Version