MANUAL ANALYSIS OF CANTILEVER SLABS OF SEMI-INFINITE WIDTH

Some structural components of bridges can be idealized as cantilever slabs in isolation, for the purpose of analysis. Usually a realistic analysis of such components, when subjected to concentrated loads, is done by methods that are either computer-based or too complex for everyday design application. A semi-graphical manual method for the analysis of semi-infinite cantilever slabs is presented as an alternative to rigorous solutions. The method presented supplements an earlier published manual method for the analysis of infinitely wide cantilever slabs. (TRRL)

  • Availability:
  • Corporate Authors:

    National Research Council of Canada

    1200 Montreal Road
    Ottawa, Ontario  Canada  K1A 0R6
  • Authors:
    • Bakht, B
    • Aziz, T S
    • Bartusevicius, K F
  • Publication Date: 1979-6

Media Info

Subject/Index Terms

Filing Info

  • Accession Number: 00307896
  • Record Type: Publication
  • Source Agency: Transportation Association of Canada
  • Files: ITRD, TRIS
  • Created Date: May 21 1980 12:00AM