pillars with relation to their diameter and length. He concludes that the index of the power of the diameter, to which the strength is proportional, is 3'736. He then proceeds to determine, by a comparison of experimental results, the inverse power of the length to which the strength of the pillar is proportional. The highest value of this power is r914, the lowest, 1*537, the mean of all the comparisons, 1*7117. He thus deduces, first, approximate empirical formulae for the breaking weight of solid pillars, and then proceeds to deduce more correct methods of determining their strength.
Experiments on hollow pillars of cast iron are then described, and formulse representing the strength of such pillars are deduced from these experiments.
After giving some results of experiments still in progress for determining the power of cast-iron pillars to resist long-continued pressure, the author proceeds to determine from his experiments the strength of pillars of wrought iron and timber, as dependent on their dimensions. The conclusion for wrought iron is, that the strength varies inversely as the square of the pillar's length, and directly as the power 3*75 of its diameter, the latter being nearly identical with the result obtained for cast iron ; for timber, the strength varies nearly as the 4th power of the side of the square forming the section of the pillar. Experiments for determining the relation of the strength to the length in pillars of timber, were not instituted, as, from the great flexure of the material, it was considered that no very satisfactory conclusions on this point could be derived experimentally.
In conclusion, the author gives the relative strengths of long pillars of cast iron, wrought iron, steel, and timber.
