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:
  • Find a library where document is available. Order URL: http://worldcat.org/isbn/8430000291
• 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:
  • Hormigon y Acero
  • Issue Number: 19
  • Publisher: Instituto Eduardo Torroja

Subject/Index Terms

• TRT Terms: Bridge piers; Calculation; Compression; Concrete bridges; Cross sections; Deflection; Design; Design standards; Reinforced concrete; Strength of materials
• Old TRIS Terms: Concrete bridge structures
• ITRD Terms: 3434: Bridge pier; 6464: Calculation; 5532: Compression; 6404: Cross section; 5586: Deflection; 9011: Design (overall design); 4794: Reinforced concrete
• Subject Areas: Bridges and other structures; Design; Highways; I24: Design of Bridges and Retaining Walls;

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