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COAL handling plants as required for the Canadian coal fields are much different from the general system as adopted in England, and as I have recently come to Canada and have been associated with the design and detail of these particular plants, the contrast has probably been more apparent. Andrew Baxter
THE primary object of this short paper is to create a discussion on certain aspects of some simple problems in structural engineering, therefore I claim your indulgence if, in order to arouse interest, some of my remarks may be presented in a slightly contentious manner. W. Cyril Cocking
Dr. S. C. Bate: ' Mr. Teychennd has referred in the text and in Table 1 to the margin between the mean strength of concrete and the level of strength used for design, and to the way in which this has varied through recent Codes. I would like to take the comparison further and consider these changes with respect to safety against collapse due to failure of concrete. '