LATERAL DISTRIBUTION OF LOAD IN COMPOSITE BOX GIRDER BRIDGES

A COMPUTER PROGRAM FOR THE ANALYSIS OF FOLDED PLATE STRUCTURES OF GENERAL FORM WAS USED TO STUDY THE LATERAL DISTRIBUTION OF LOAD IN SIMPLE SPAN COMPOSITE BOX GIRDER BRIDGES WITHOUT TRANSVERSE DIAPHRAGMS OR INTERNAL STIFFENERS . THE RESULTS WERE USED TO DEVELOP SIMPLE EXPRESSIONS FOR THE LOADS CARRIED BY THE INTERIOR AND EXTERIOR GIRDERS IN THIS TYPE OF BRIDGE. THE ACCURACY OF THE ANALYSIS WAS CONFIRMED BY THE RESULTS OF TESTS OF A QUARTER-SCALE MODEL OF A TWO-LANE, 80 FOOT SPAN BRIDGE SUPPORTED BY THREE BOX GIRDERS. /AUTHOR/

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  • Supplemental Notes:
    • Paper sponsored by Committee on Steel Superstructures and presented at the 46th Annual Meeting. 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
  • Authors:
    • Johnston, S B
    • Mattock, A H
  • Publication Date: 1967

Media Info

  • Media Type: Print
  • Features: Figures; References; Tables;
  • Pagination: pp 25-33
  • Monograph Title: Bridges and structures
  • Serial:

Subject/Index Terms

Filing Info

  • Accession Number: 00208305
  • Record Type: Publication
  • Files: TRIS, TRB
  • Created Date: Jul 28 1994 12:00AM