The Structural Engineer > Archive > Volume 43 (1965) > Issues > Issue 1 > Discussion. High-rise Steel Office buildings in the United States
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Discussion. High-rise Steel Office buildings in the United States

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?