ANALYSIS OF CONCRETE BOX BEAMS USING SMALL COMPUTER CAPACITY

Following the generalized coordinate method of vlasov, simple beam theory has been extended to treat torsional, distortional, and shear lag effects in straight, thin-walled box beams of uniform section. Single-cell or multicell sections with side cantilevers can be analysed, and the structure can be single-span or continuous. An example suitable for use in design is given, and all the calculations have been performed on a nonprogrammable hand calculator. The method is suitable for quick preliminary design and for reassessment of load capacity of a bridge. It is expected that when the method of hand analysis is programmed, computing times will be so short that interactive design procedures will become feasible, making it possible to develop relatively simple design rules which consider adequately the types of structural action specific to box beams. See also IRRD 283023. (TRRL)

  • Availability:
  • Corporate Authors:

    National Research Council of Canada

    1200 Montreal Road
    Ottawa, Ontario  Canada  K1A 0R6
  • Authors:
    • Maisel, B I
  • Publication Date: 1985-6

Language

  • French

Media Info

Subject/Index Terms

Filing Info

  • Accession Number: 00478490
  • Record Type: Publication
  • Source Agency: Transportation Association of Canada (TAC)
  • Files: ITRD, TRIS
  • Created Date: Jan 31 1989 12:00AM