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S. B. Desai (M): It can be observed from the formulae given in the paper (as well as clause A.3.2 of CP 110) that the calculated crack widths in RC members are proportional to the covers provided to the reinforcing bars. Because of this, the design of structures exposed to severe conditions (e.g. a marine environment) seems to have to satisfy somewhat over-stringent criteria.
Following his installation on Thursday 2 October, the President 1980-81, Professor Michael Horne, with Mrs. Horne, will visit the Scottish Branch on Monday and Tuesday,
6-7 October. Professor Horne will attend the Branch Inaugural Meeting for the new Session on the Monday evening and, with Mrs. Horne, looks forward to meeting members, their ladies, and guests at the Branch Annual Dinner and Dance the following night.
The optimum design of a range of steel roof structures is established using a combination of non-linear programming methods. The objective function is cost orientated and a suitable cost model is described. The relative costs of seven types of roof structure are compared and conclusions drawn as to cost effectiveness.
A.B. Crawford and W. M. Jenkins