An Investigation of Build Up Columns Under Load
An Investigation of Build Up Columns Under Load
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In our eReader you can find the full English version of the book. Read An Investigation of Build Up Columns Under Load Online - link to read the book on full screen. Our eReader also allows you to upload and read Pdf, Txt, ePub and fb2 books. In the Mini eReder on the page below you can quickly view all pages of the book - Read Book An Investigation of Build Up Columns Under Load
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Of section of the column in excess of the initial load.
12. Results of Tests for Stress Distribution. Tables 2 and 3 give results of the tests to determine stress distribution and variation in the flange members found in thirteen of the column tests. The stresses given are calculated from the observed deformation, using for the modulus of elasticity 28 000 000 Ib. Per sq. In. For steel and 26 000 000 Ib. Per sq. In. For wrought-iron, these values check- ing closely with the total shortening of ...the columns and with the average deformations observed throughout their length. As heretofore described, the stress noted is the average over a space of 4 in. Or 4i in. On either side of the point indicated. Any lack of agreement between the average stress on the center of gravity of the flange members and the average stress for the load applied is probably due principally to instrumental errors.
Fig. 8 to 15 show graphically the stress distribution and var- iation. The full line gives the stress at the east side (back) and the dotted line at the west side (front).
What to read after An Investigation of Build Up Columns Under Load?
You can find similar books in the "Read Also" column, or choose other free books by A N Arthur Newell Talbot to read onlineMoreLess
To quickly assess the difficulty of the text, read a short excerpt:
Of section of the column in excess of the initial load.
12. Results of Tests for Stress Distribution. Tables 2 and 3 give results of the tests to determine stress distribution and variation in the flange members found in thirteen of the column tests. The stresses given are calculated from the observed deformation, using for the modulus of elasticity 28 000 000 Ib. Per sq. In. For steel and 26 000 000 Ib. Per sq. In. For wrought-iron, these values check- ing closely with the total shortening of ...the columns and with the average deformations observed throughout their length. As heretofore described, the stress noted is the average over a space of 4 in. Or 4i in. On either side of the point indicated. Any lack of agreement between the average stress on the center of gravity of the flange members and the average stress for the load applied is probably due principally to instrumental errors.
Fig. 8 to 15 show graphically the stress distribution and var- iation. The full line gives the stress at the east side (back) and the dotted line at the west side (front).
What to read after An Investigation of Build Up Columns Under Load?
You can find similar books in the "Read Also" column, or choose other free books by A N Arthur Newell Talbot to read onlineMoreLess
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