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The Structural Engineer, Volume 52, Issue 11, 1974
Mr. Bobrowski: Since the speed with which grandstands have to be built is such that it was virtually impossible to obtain up-to-date photographs of Sandown Park and Calgary before publication of the paper it should be useful to supplement the discussion with the following figures:
The action of winds on the rough surfaces of cooling towers is often not taken into account. However, disregard of this factor when designing cooling towers can result in their unsatisfactory behaviour. Max A.M. Herzog
Research which included tests on 157 cores, 216 cylinders and 244 cubes is described in this paper. The authors recommend a method for equating tests on cores with cube strengths obtained under the standard conditions of manufacture and curing set out in specifications. J.M. Plowman, W.F. Smith and T. Sherriff