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The subject of a proper allowance for stresses in columns has been treated so often by theorists that it may seem as though no more could be said on the subject without danger of exhausting the patience of the engineering profession; but, in spite of all the theories, the practice of steel designers, as shown by the specifications in general use to-day, may well bear further consideration.
The subject of a proper allowance for stresses in columns has been treated so often by theorists that it may seem as though no more could be said on the subject without danger of exhausting the patience of the engineering profession; but, in spite of all the theories, the practice of steel designers, as shown by the specifications in general use to-day, may well bear further consideration.
Safe Stresses in Steel Columns
Worcester, J. R. (author)
Transactions of the American Society of Civil Engineers ; 61 ; 156-161
2021-01-01
61908-01-01 pages
Article (Journal)
Electronic Resource
Unknown
Safe stresses in steel columns
Engineering Index Backfile | 1908
|Safe stresses in steel columns
Engineering Index Backfile | 1908
Safe stresses in steel columns
Engineering Index Backfile | 1908
Discussion on Safe Stresses in Steel Columns
ASCE | 2021
|Closure to Safe Stresses in Steel Columns
ASCE | 2021
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