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Programs for Reinforced Concrete Design

  • W. H. Mosley
  • W. J. Spencer
Chapter

Abstract

Reinforced concrete design requires a great deal of numerical calculation which by its nature can be quite involved, if not tedious in many instances. During the past few years most of the relevant design codes have been converted to the limit state approach which has undoubtedly further increased the complexity and length of the calculations. Fortunately, the microcomputer is quite capable of carrying out virtually all the necessary calculations with greater speed, more accuracy and improved presentation, thus relieving the engineer of much of the mundane arithmetical work with its continual reference to design charts and complex codes of practice.

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Further Reading

  1. Allen, A. H. Reinforced Concrete Design to CP110 Simply Explained, Cement and Concrete Association, London, 1974Google Scholar
  2. BS-CP110 The structural use of concrete, BSI, London ‘Computer Applications for Detailed Design Calculations of Reinforced Concrete Structures’, Structural Engineer, (10) 56A, 275–288, 1978Google Scholar
  3. Kong, F. K. and Evans, R. H. Reinforced and Prestressed Concrete, Nelson, London, 2nd edn., 1980Google Scholar
  4. MacGinley, T. J. Reinforced Concrete, Spon, London, 1981Google Scholar
  5. Mosley, W. H. and Bungey, J. H. Reinforced Concrete Design, Macmillan, London, 2nd edn., 1982CrossRefGoogle Scholar

Copyright information

© W. H. Mosley and W. J. Spencer 1984

Authors and Affiliations

  • W. H. Mosley
    • 1
    • 2
  • W. J. Spencer
    • 3
  1. 1.Department of Civil EngineeringUniversity of LiverpoolUK
  2. 2.Nanyang Technological InstituteSingapore
  3. 3.Department of Civil EngineeringChisholm Institute of TechnologyCaulfield EastAustralia

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