The authors present a simple, unified method for the shear design of both prestressed concrete members and nonprestressed concrete members. The method can treat members subjected to axial tension or axial compression and treats members with and without web reinforcement. The derivation of the method is summarized and the predictions of the method are compared with those of the current American Concrete Institute (ACI) Code.

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  • Corporate Authors:

    American Concrete Institute

    P.O. Box 19150, Redford Station, 22400 Seven Mile Road
    Detroit, MI  United States  48219
  • Authors:
    • Collins, M P
    • Mitchell, D
    • Adebar, P
    • Vecchio, F J
  • Publication Date: 1996-1


  • English

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Filing Info

  • Accession Number: 00719311
  • Record Type: Publication
  • Files: TRIS
  • Created Date: Mar 24 1996 12:00AM