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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.
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
Mr J. M. Mawditt (M): The paper is to be commended for simplifying the design procedure associated with the use of the material stress -strain curves as required by clause 22.214.171.124. of CP 110.