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I propose to take as my subject to-night the question of specialisation with particular reference to its application to the structural engineer. Before, however, dealing with this detailed application, I propose to make some comments on the broader aspect.
v = 0 ; h = a + b Substituting for v in (26)
Mr. F. T. Middleton (Member) asked what, in United States practice and taking 30 storeys as a maximum, was approximately in the author's estimation and experience the weight, cost and erection speed differential between a high strength bolted structure and a comparable site-welded partially bolted structure?