FLEXURAL STRESSES AFTER CRACKING IN PARTIALLY PRESTRESSED BEAMS

A method is presented to calculate elastic flexural stresses in partially prestressed concrete beams, in which cracking can be expected at service load. The effect of mild steel reinforcement, often used to supplement the main prestressing steel in such construction, can easily be included in the analysis. A numerical example is given to demonstrate the proposed method. /Author/

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  • Corporate Authors:

    Prestressed Concrete Institute

    20 North Wacker Drive
    Chicago, IL  United States  60606
  • Authors:
    • Nilson, A H
  • Publication Date: 1976-8

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Filing Info

  • Accession Number: 00141510
  • Record Type: Publication
  • Files: TRIS
  • Created Date: Nov 17 1976 12:00AM