CONCRETE BRIDGE PIERS

PILARES DE HORMIGON

This publication presents tables for the design of bridge pier sections, based on standard eh-73. For simple compression the eccentric force is assumed to be 1/20th of the largest dimension with a minimum of 2 cm and for flexural compression the concrete follows the law of parabolic rectangular behaviour. The characteristic strength of concrete in the study was fixed at 150 kg/cm2 and 42 kg/mm2 for steel. (TRRL)

  • Availability:
  • Corporate Authors:

    Instituto Eduardo Torroja

    Costillares, Chamartin
    Madrid 33,   Spain 
  • Authors:
    • Ayarza, A
  • Publication Date: 1978

Language

  • Spanish

Media Info

  • Features: Figures; Tables;
  • Pagination: 126 p.
  • Serial:

Subject/Index Terms

Filing Info

  • Accession Number: 00324603
  • Record Type: Publication
  • Source Agency: Transport and Road Research Laboratory (TRRL)
  • ISBN: 84-300-0029-1
  • Report/Paper Numbers: Monograph
  • Files: ITRD, TRIS
  • Created Date: Oct 28 1981 12:00AM