Transactions of the American Society of Civil Engineers volume 23
Transactions of the American Society of Civil Engineers volume 23
American Society of Civil Engineers
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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.
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