Abstract
The columns in a structure carry the loads from the beams and the slabs down to the foundations, and therefore they are primarily compression members although they may also have to resist bending forces due to the continuity of the structure. The analysis of a section subjected to an axial load plus bending is dealt with in chapter 4, where it is noted that a direct solution of the equations which determine the areas of reinforcement can be very laborious and impractical. Therefore, design charts or some form of electronic computer are often employed to facilitate the routine design of column sections.
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Further Reading
W. B. Cranston, Analysis and Design of Reinforced Concrete Columns (Cement and Concrete Association, Slough, 1972).
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© 1976 W. H. Mosley and J. H. Bungey
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Mosley, W.H., Bungey, J.H. (1976). Column Design. In: Reinforced Concrete Design. Palgrave, London. https://doi.org/10.1007/978-1-349-15667-2_9
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DOI: https://doi.org/10.1007/978-1-349-15667-2_9
Publisher Name: Palgrave, London
Print ISBN: 978-0-333-19524-6
Online ISBN: 978-1-349-15667-2
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