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]