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MR. S. M. REISSER (Member) observed that Mr. Kerensky had mentioned that the bridge cables consisting of 70 ton yield steel were welded, and he wondered how this was done in view of the type of steel used.
AN Ordinary Meeting of the Institution of Structural Engineers was held at 11, Upper Belgrave Street, London, S.W.l. on the 22nd January, 1959, when the first Maitland Lecture was presented by Mr. 0. A. Kerensky, B.Sc., M.I.Struct.E., M.I.C.E. The President, Mr. Gordon S. McDonald, M.I.C.E., M.I.Mun.E., was in the Chair.
0. A. Kerensky
Mr. F. T. Middleton (Member) asked what, in United States practice and taking 30 storeys as a maximum, was approximately in the author's estimation and experience the weight, cost and erection speed differential between a high strength bolted structure and a comparable site-welded partially bolted structure?