STRUCTURAL BEHAVIOR OF A TWO SPAN REINFORCED CONCRETE BOX GIRDER BRIDGE MODEL VOL III-DETAILED TABLES OF EXPERIMENTAL AND ANALYTICAL RESULTS

DETAILED TABLES OF EXPERIMENTAL AND ANALYTICAL RESULTS OBTAINED IN TESTING A LARGE SCALE TWO SPAN, FOUR CELL, REINFORCED CONCRETE BOX GIRDER BRIDGE MODEL ARE PRESENTED. RESULTS IN TERMS OF REACTIONS, DEFLECTIONS, STRAINS, AND MOMENTS ARE GIVEN. THE RESPONSES OF THE BRIDGE TO POINT LOADS, CONDITIONING LOADS, AND TRUCK LOADINGS ALL AT WORKING STRESS LEVELS ARE TABULATED. IN ADDITION, TABULATED RESULTS ARE GIVEN FOR CONDITIONING LOADS AT OVERSTRESS LEVELS. FINALLY, TABLES OF RESULTS ARE PRESENTED FOR THE FINAL LOADING TO FAILURE. /FHWA/

  • Supplemental Notes:
    • Rept No UC SESM 71-17
  • Corporate Authors:

    University of California, Berkeley

    College of Engineering, Office of Research Services
    Berkeley, CA  USA  94720

    California Division of Highways

    Bridge Department
    Sacramento, CA  USA  05914

    California Department of Public Works

    1120 N Street
    Sacramento, CA  USA  95814
  • Authors:
    • Scordelis, A C
    • BOUWKAMP, J G
    • Wasti, S T
  • Publication Date: 1971-10

Media Info

  • Pagination: 260 p.

Subject/Index Terms

Filing Info

  • Accession Number: 00208070
  • Record Type: Publication
  • Source Agency: Federal Highway Administration
  • Files: TRIS, USDOT
  • Created Date: Apr 23 1973 12:00AM