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Mr. L. G. Deuce: ‘In connection with the composite deck no mention is made of the torsional stress in the slab. In my experience it is often quite onerous in the case of a heavily skewed deck. The load factor could, I suggest be near unity. I wonder if there was any sign of torsional failure in the deck slabs.'
The response to the invitation to members offered in The Structural Engineer in 1969 has been sufficiently encouraging for the Council to approve a pilot scheme of Special Study Groups.
Mr. W. E. A. Skinner: ‘I would like to add my thanks to the President’s for the very impressive way the paper was presented.'