Skip to main content

Abstract

The effects of column grid size, number of storeys, location of structural components, grade of concrete, number of continuous spans and arrangement of beams in structural systems on the quantities of various constituents of reinforced concrete construction have been studied and presented in the form of charts for the reinforced concrete beam and slab structural system. The charts give the relationships between the quantities of each of the constituents of reinforced concrete construction, namely concrete, reinforcement and formwork, and each of the various parameters of the structure.

This is a preview of subscription content, log in via an institution to check access.

Access this chapter

Institutional subscriptions

Preview

Unable to display preview. Download preview PDF.

Unable to display preview. Download preview PDF.

References

  1. Massachusetts Institute of Technology Research Report R68–91. ICES STRUDL-II. The Structural Design Language Engineering User’s Manual. Volume I, Frame Analysis. ICES Users Group, Inc., Cranston, Rhode Island, 1979.

    Google Scholar 

  2. BS CP3. Code of Basic Data for the Design of Buildings. Chapter V, Part 1: Dead and imposed loads. British Standards Institution, London, 1972.

    Google Scholar 

  3. BS CP3. Code of Basic Data for the Design of Buildings. Chapter V, Part 2: Wind loads. British Standards Institution, London, 1972.

    Google Scholar 

  4. BS 8110: Part 1: British Standard for the Structural Use of Concrete — Code of Practice for Design and Construction. British Standard Institution, London, 1985.

    Google Scholar 

  5. ACI Committee 442. Response of buildings to lateral forces. In Response of Multistorey Concrete Structures to Lateral Forces. Publication SP-36, American Concrete Institute, Detroit, Michigan, 1973, pp. 281–306.

    Google Scholar 

  6. Khan, F.R. and Iyengar, H.S. Optimization approach for concrete high-rise buildings. In Response of Multistorey Concrete Structures to Lateral Forces. Publication SP-36, American Concrete Institute, Detroit, Michigan, 1973, pp. 61–74.

    Google Scholar 

  7. Cowan, H.J. and Gero, J.S. Design of Building Frames. Applied Science Publishers, London, 1976, p. 366.

    Google Scholar 

  8. ACI Committee 435. Allowable Deflections. ACI Journal, Proceedings, Vol. 65, No. 6, June 1968, pp. 433–444.

    Google Scholar 

  9. Royal Institution of Chartered Surveyors and Building Employers Confederation. Standard Method of Measurement of Building Works, 7th edn, London, 1988.

    Google Scholar 

Download references

Author information

Authors and Affiliations

Authors

Copyright information

© 1994 Surinder Singh

About this chapter

Cite this chapter

Singh, S. (1994). Reinforced Concrete Beam and Slab System. In: Cost Estimation of Structures in Commercial Buildings. Macmillan Building and Surveying Series. Palgrave, London. https://doi.org/10.1007/978-1-349-13030-6_3

Download citation

  • DOI: https://doi.org/10.1007/978-1-349-13030-6_3

  • Publisher Name: Palgrave, London

  • Print ISBN: 978-1-349-13032-0

  • Online ISBN: 978-1-349-13030-6

  • eBook Packages: EngineeringEngineering (R0)

Publish with us

Policies and ethics