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The Structural Engineer, Volume 9, Issue 5, 1931
The CHAIRMAN (who was accompanied on the platform by Major F. M. Du-Plat-Taylor, M.Inst.C.E., M.I.Mech.E., M.I.Struct.E., the President of the British Section of the Societe des Ingenieurs Civils de France) expressed a hearty welcome to the members of the Section, and said that the occasion was an important and a happy one, inasmuch as the members of the two bodies were meeting together to hear a lecture on a subject of mutual interest.
To the EDITOR of The Structural Engineer. DEAR Sir,-In your correspondence column in the current issue of The Structural Engineer, "Controvertist" states that I have misunderstood the basic theory from which his formulae were developed, and that my criticism, being misapplied, is worthless.
The contract for the construction of the bridge across Sydney Harbour was secured in 1924 by Dorman Long & Co., Ltd ., and the accepted design embraces 10 steel girder approach spans, five on each side of the harbour -and an arch span of 1,650 ft. over the harbour, the total 1ength of the steel construction, including the approach spans, being 3,770 ft. J. Stuart Lewis