GIRDERS OF UNEQUAL SECTIONS

VIGAS DE TRAMOS DESIGUALES

The author examines the design of concrete girders with steel reinforcement, the spans of which are of unequal length. The cross-section is rectangular, with a width/height ratio between 1/2, 5 and 1/3 and widths of 15, 20, 25 and 30 cm. Girders of 2, 3 and 4 span sections between 2, 5 and 10 M are studied. The characteristic strength was 150 kg/cm2 for concrete and 4200 kg/cm2 for steel. Construction and quality control operations were assumed to be normal. (TRRL)

  • Availability:
  • Corporate Authors:

    Agrupacion de Fabricantes de Cemento de Espana

    Velazquez 23
    Madrid-1,   Spain 
  • Authors:
    • Ayarza, A
  • Publication Date: 0

Language

  • Spanish

Media Info

Subject/Index Terms

Filing Info

  • Accession Number: 00323039
  • Record Type: Publication
  • Source Agency: Transport and Road Research Laboratory (TRRL)
  • ISBN: 84-300-0126-3
  • Report/Paper Numbers: Monograph
  • Files: ITRD, TRIS
  • Created Date: May 21 1981 12:00AM