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This paper takes the form of a summary of a closed meeting on the same subject organised by the British Group of the International Association for Bridge & Structural Engineering (IABSE), held at Pembroke College, Cambridge, on 12-14 July 1983. The authors are fortunate both in being the organising committee for the IABSE event, and in being invited by the Institution to bring the subject-matter to a wider audience. J.B. Menzies, A.C.E. Sandberg and G. Somerville
I feel that the views and comments expressed by Mr McQuillan should not pass without comment. I would therefore like to make the following comments and pose certain queries that have not been covered adequately in the ‘Viewpoint’ article. Mr. K.R. Jackson
Mr G. F. J. Nash (Constrado): The author has shown in his paper the means by which the design strength of bolts is calculated for friction, shear, and bearing, at both ULS and SLS.