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The Crippling Strength of Wrought Iron Columns
From experiments made by G. Bouscaren, C. E., and from former tests of his own upon wrought iron columns, C. Shaler Smith, C. E., devised formula applicable to the several forms in use, approximating quite closely to the results of their experiments in most instances. These formula were adopted by the Engineer Department of the Chicago, Milwaukee and St. Paul Railway several years ago, and since their publication have been quite extensively used in specifications of works throughout the country and somewhat abroad. The purpose of this paper is to present them to the Society in such Shape as to invite criticism as to their correctness.
The Crippling Strength of Wrought Iron Columns
From experiments made by G. Bouscaren, C. E., and from former tests of his own upon wrought iron columns, C. Shaler Smith, C. E., devised formula applicable to the several forms in use, approximating quite closely to the results of their experiments in most instances. These formula were adopted by the Engineer Department of the Chicago, Milwaukee and St. Paul Railway several years ago, and since their publication have been quite extensively used in specifications of works throughout the country and somewhat abroad. The purpose of this paper is to present them to the Society in such Shape as to invite criticism as to their correctness.
The Crippling Strength of Wrought Iron Columns
Gates, C. L. (author)
Transactions of the American Society of Civil Engineers ; 9 ; 407-414
2021-01-01
81880-01-01 pages
Article (Journal)
Electronic Resource
Unknown
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