SHEAR LAG IN STEEL BOX GIRDER BRIDGES. DISCUSSION

This discussion centres mainly on the stress analysis of flat stiffened plates with regard to the shear lag problem, and examines the allowances to be made for shear lag with reference to the following criteria: ultimate limit state, unserviceability limit state, fatigue, and deflection. /TRRL/

  • Availability:
  • Corporate Authors:

    Institution of Structural Engineers

    11 Upper Belgrave Street
    London,   United Kingdom  SW1X 8BH
  • Authors:
    • Moffatt, K R
    • DOWLING, P J
  • Publication Date: 1976-8

Media Info

  • Features: Figures; References; Tables;
  • Pagination: p. 285-298
  • Serial:
    • Structural Engineer
    • Volume: 54
    • Issue Number: 8
    • Publisher: Institution of Structural Engineers
    • ISSN: 1466-5123

Subject/Index Terms

Filing Info

  • Accession Number: 00142477
  • Record Type: Publication
  • Source Agency: Transport and Road Research Laboratory (TRRL)
  • Report/Paper Numbers: Analytic
  • Files: ITRD, TRIS
  • Created Date: Jul 19 1977 12:00AM