RIGID PIPE PROOF TESTING UNDER EXCESS OVERFILLS WITH VARYING BACKFILL PAPEMETERS: SECTION V (VOLUME 7)--NEUTRAL POINT ANALYSIS OUTPUT: QUASI-THEORETICAL BENDING MOMENTS, WITH EXPERIMENTAL MOMENTS

The neutral point analysis described in Section V (Volume 1) was employed to determine quasi-theoretical bending moments in the walls of the Cross Canyon, reinforced concrete culvert using normal and tangential tractions modified to satisfy equilibrium considerations. Experimental values of bending moment, determined from internal strain gages, are included for comparison. (FHWA)

  • Supplemental Notes:
    • Sponsored by the California Department of Transportation. Work done in cooperation with DOT, FHWA.
  • Corporate Authors:

    California Department of Transportation

    Division of Structures Design, 1120 N Street
    Sacramento, CA  United States  95814
  • Authors:
    • Davis, R E
    • Semans, F M
    • Spannagel, D W
    • Bacher, A E
  • Publication Date: 1979-2

Media Info

  • Pagination: 242 p.

Subject/Index Terms

Filing Info

  • Accession Number: 00315423
  • Record Type: Publication
  • Report/Paper Numbers: FHWA/CA/SD-79/09 Intrm Rpt., FCP 445I2-172
  • Contract Numbers: D-4-133
  • Files: TRIS, STATEDOT
  • Created Date: Jan 19 1981 12:00AM