An amateur's contribution to the design of Telford's Menai Suspension Bridge: a commentary on Gilbert (1826) ‘On the mathematical theory of suspension bridges’

Author:

Calladine C. R.1

Affiliation:

1. Department of Engineering, University of Cambridge, Cambridge CB2 1PZ, UK

Abstract

Davies Gilbert's work on the catenary is notable on two counts. First, it influenced Thomas Telford in formulating his final design for the Menai Strait suspension bridge (1826); and second, it established for the first time the form of the ‘catenary of equal strength’. The classical catenary is a uniform flexible chain or cable hanging freely under gravity between supports. The ‘catenary of equal strength’ is the form of a cable whose cross-sectional area is made proportional to the tension at each point, so that the tensile stress is uniform throughout. In this paper I provide a sketch of the lives and achievements of Gilbert and Telford, and of their interaction over the Menai Bridge. There follows a commentary on Gilbert's 1826 paper, and on his two related publications; and a brief sketch of the earlier history of the catenary. I then describe the development of the suspension bridge up to the present time. Finally, I discuss relations between mathematical analysts and practical engineers. This commentary was written to celebrate the 350th anniversary of the journal Philosophical Transactions of the Royal Society .

Publisher

The Royal Society

Subject

General Physics and Astronomy,General Engineering,General Mathematics

Reference43 articles.

1. XV. On the mathematical theory of suspension bridges, with tables for facilitating their construction

2. On some properties of the Catenarian curve with reference to bridges of suspension.;Gilbert D;Q. J. Sci. Lit. Arts,1821

3. XVIII. A table for facilitating the computations relative to suspension bridges

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