as in Fig. 2, and jammed quite close to the plinth block at the opposite or north side. The shaft, pedestal, and plinth are socketed into each other, as shown, without cement.
A vertical plane passing through the axis of the column, &c., in a northerly and southerly direction ranges 25° E. of north. The lower edge of the pedestal is lifted more at the western than at the eastern corner of the south side, so as to infer a wave-path about 10° or 12° E. of north.
The shaft and pedestal, &c., are all of hard Apennine limestone, and the cavetto moulding above the base is 8+1/2 inches diameter only: an inference may be drawn from this as to the maximum possible velocity of shock, emergent at the angle we have found, viz., 25°, that would have left this little column unbroken at the neck formed by the cavetto. The horizontal velocity for fracture only is given by the Equation XXV.
;
where , the neck of the cavetto = 0.708 feet, , the height of the column adding in the ball and iron, to the cylinder = 6.5 feet, and = the length of the modulus of cohesion for the material. This will be = 225 feet, if we take the weight of a cubic foot = 160 lbs., and its cohesion at 500 lbs. per square inch (which is supported by Hodgkinson's experimental determination for marble, 551 lbs.). Then
feet per second,
and
feet per second;
the velocity at the emergence found, that would have just fractured the column at the cavetto.