244 18 increased when they become large; The reader will at once understand this differentiation of strength in the masses, by considering that a small stone may project from over a wall as op 1 opposite, without smallest change of the por- tions a a breaking off. but a great rock cannot overhang[d] in the same proportion, as at 2,without considerable danger of portions of the overhanging mass giving way: much more if superincumbent weight be added; whose pressure shall be confined to the overhanging portion; Now this principle directly applied to the capitals of shafts, even when they are considere4d as crowning masses without any superimposed weight, so that for instance the capital b of the shaft 3, might with perfect safety project ½ a foot if the shaft were only a foot in diameter and five feet high but might not with safety project six feet from a shaft 12 feet in diameter and sixty feet high; But the diminution of security is, s ill greater, when the ino crease of superincumbent but weight is considered, an not only its increase; but its less perfect diffusion; for wh[g]en the capital is small, in all probability the weights will be laid on it as at c or c2 and the lines of pressure thrown through it to the shaft, but if the capital and be very large the weight will in all proba- bility be thrown on it as at d, or d2, and some of the lines of resistance
[Version 0.05: May 2008]