A study is made of the factors affecting long-term deflections in reinforced concrete beams. The study is based on a theoretical analysis of creep and shrinkage effects in a rectangular section containing both tension and compression reinforcement and subjected to a constant sustained moment. Equations are derived which can be used to evaluate long-term deflection multiplying factors for reinforced concrete flexural members.

  • Availability:
  • Corporate Authors:

    Institution of Engineers

    Science House, Gloucester and Essex Streets
    Sydney,   Australia 
  • Authors:
    • Leong, T W
    • WARNER, R F
  • Publication Date: 1970-4

Media Info

Subject/Index Terms

Filing Info

  • Accession Number: 00081053
  • Record Type: Publication
  • Source Agency: Transport and Road Research Laboratory (TRRL)
  • Files: ITRD, TRIS
  • Created Date: Mar 26 1975 12:00AM