A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
During the past two years the author has made a number of tension tests on bridge members other than eye-bars. These tests, while not exhaustive, are in a channel outside of the usual run, and it is believed that the results obtained furnish information of a kind likely to be of general interest and value. The investigations are divided into six series, A, B, C, D, E and F, of which A, B and C pertain to the strength and value of built-up tension members, D to the net area required back of pin holes in plates having sheared and planed ends, E to the t ensile strength of single angles having ends riveted to connection plates, F to the strength of steel which has been worked partly hot and partly cold. These different series will be discussed in regular order.
During the past two years the author has made a number of tension tests on bridge members other than eye-bars. These tests, while not exhaustive, are in a channel outside of the usual run, and it is believed that the results obtained furnish information of a kind likely to be of general interest and value. The investigations are divided into six series, A, B, C, D, E and F, of which A, B and C pertain to the strength and value of built-up tension members, D to the net area required back of pin holes in plates having sheared and planed ends, E to the t ensile strength of single angles having ends riveted to connection plates, F to the strength of steel which has been worked partly hot and partly cold. These different series will be discussed in regular order.
Recent Tests of Bridge Members
Greiner, J. E. (author)
2021-01-01
271897-01-01 pages
Article (Journal)
Electronic Resource
Unknown
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