Transactions of the American Society of Civil Engineers volume 23
Transactions of the American Society of Civil Engineers volume 23
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In our eReader you can find the full English version of the book. Read Transactions of the American Society of Civil Engineers volume 23 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 Transactions of the American Society of Civil Engineers volume 23
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To quickly assess the difficulty of the text, read a short excerpt:
G. BotrscAREN, M. Am. Soc. C. E. — Why is the angle of 40 degrees 30 inches the most unfavorable angle?
Mr. CROWEiiLi. — In reference to the point of eccentricity I said that its position had a bearing on the question of strength, and it is on that account that an angle somewhere between 45 and 42 de- grees produces the combination of elements which is the most inse- cure.
It is found that at the angle of about 42 degrees 30 inches the great- est inclination of the beds of the stones is produce...d; before you get to this point you have not quite reached the angle of repose; when you get beyond it the increased obliquity and the lowering of the point of eccen- tricity begin to compensate. It happened that the angle of greatest in- security is the one we had to adopt, because the alignment had been previously established.
Mr. BouscAEEN. — Mr. Crowell stated that the additional cost, due to the special character of the work, was fifty cents a yard. What quality of stone was used?
r.
DISCUSSION ON THE OAKLET ARCH.
What to read after Transactions of the American Society of Civil Engineers volume 23?
You can find similar books in the "Read Also" column, or choose other free books by American Society of Civil Engineers to read onlineMoreLess
To quickly assess the difficulty of the text, read a short excerpt:
G. BotrscAREN, M. Am. Soc. C. E. — Why is the angle of 40 degrees 30 inches the most unfavorable angle?
Mr. CROWEiiLi. — In reference to the point of eccentricity I said that its position had a bearing on the question of strength, and it is on that account that an angle somewhere between 45 and 42 de- grees produces the combination of elements which is the most inse- cure.
It is found that at the angle of about 42 degrees 30 inches the great- est inclination of the beds of the stones is produce...d; before you get to this point you have not quite reached the angle of repose; when you get beyond it the increased obliquity and the lowering of the point of eccen- tricity begin to compensate. It happened that the angle of greatest in- security is the one we had to adopt, because the alignment had been previously established.
Mr. BouscAEEN. — Mr. Crowell stated that the additional cost, due to the special character of the work, was fifty cents a yard. What quality of stone was used?
r.
DISCUSSION ON THE OAKLET ARCH.
What to read after Transactions of the American Society of Civil Engineers volume 23?
You can find similar books in the "Read Also" column, or choose other free books by American Society of Civil Engineers to read onlineMoreLess
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