Effective Slab Width for Composite Steel Bridge Members

This report contains the findings of research performed to develop expressions for the effective slab width of composite steel bridge members. Recommended specifications and commentary and examples illustrating the application of the specifications were also developed. The material in this report will be of immediate interest to bridge designers.

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  • Supplemental Notes:
    • Appendices A through L are provided on the enclosed CD-ROM, CRP-CD-56. Distribution, posting, or copying of this PDF is strictly prohibited without written permission of the Transportation Research Board of the National Academy of Sciences. Unless otherwise indicated, all materials in this PDF are copyrighted by the National Academy of Sciences. Copyright © National Academy of Sciences. All rights reserved
  • Corporate Authors:

    State University of New York, Buffalo

    Department of Civil, Structural and Environmental Engineering
    Buffalo, NY  United States  14260
  • Authors:
    • Chen, S S
    • Aref, A J
    • Ahn, I-S
    • Chiewanichakorn, M
    • Carpenter, J A
    • Nottis, A
    • Kalpakidis, I
  • Publication Date: 2005


  • English

Media Info

  • Media Type: Print
  • Features: Appendices; CD-ROM; Figures; References; Tables;
  • Pagination: 163p
  • Serial:
    • NCHRP Report
    • Issue Number: 543
    • Publisher: Transportation Research Board
    • ISSN: 0077-5614
  • Publication flags:

    Open Access (libre)

Subject/Index Terms

Filing Info

  • Accession Number: 01003369
  • Record Type: Publication
  • ISBN: 0309088348
  • Report/Paper Numbers: Project 12-58
  • Files: TRIS, TRB, ATRI
  • Created Date: Aug 24 2005 3:44PM