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IN choosing the subject of the Steel Rigid Frame Bridge, the writer has been chiefly influenced by the fact that this type is of comparatively recent use, and increasing importance, and one on which further technical information may be of interest.
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?