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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.'
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.'
The General Prismatic Strut
W. E. Bowman
The following is a precis of a paper which is filed in the Institution’s Library (reference X(25)). Copies are available for borrowing by members of the Institution in the United Kingdom or can be consulted at the Institution.