The provisions of ACI 318-71 concerned with the design of reinforced concrete members for torsion are discussed. The background to these provisions is also discussed, in particular concerning interaction effects between torsion, shear and flexure. The paper concludes with a summary of the steps involved in the design of a reinforced concrete member to carry a significant torsional moment in addition to shear and flexure, when using the 1971 edition of the ACI Building Code. /Author/

  • Supplemental Notes:
    • Concrete Design: U.S. and European Practices. Proceedings of the symposium cosponsored by the American Concrete Institute, the Comite Euro-International du Beton, the Prestressed Concrete Institute, and the Federation Internationale de la Precontrainte, ACI Annual Convention, Philadelphia, 1976.
  • Corporate Authors:

    American Concrete Institute

    P.O. Box 19150, Redford Station, 22400 Seven Mile Road
    Detroit, MI  United States  48219
  • Authors:
    • Mattock, A H
  • Publication Date: 1979

Media Info

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Filing Info

  • Accession Number: 00196174
  • Record Type: Publication
  • Files: TRIS
  • Created Date: Sep 15 1979 12:00AM