 | Eaton Hodgkinson - 1846 - 224 pàgines
...pillar, the breaking weight is so great as to be nearly equal to the crushing force, we may consider that no part of the strength of the pillar is applied to resist flexure. 47. This reasoning is supported by the results from a number of short pillars of various lengths, from... | |
 | Manchester Literary and Philosophical Society - 1865 - 530 pàgines
...diameters, then the strength of the pillar will be employed in resisting flexure. When the breaking- weight is one-half the pressure required to crush the pillar,...the pillar is applied to resist flexure. These two efliects may be separated in all pillars, by dividing the pillar into two portions, one of which would... | |
 | Smithsonian Institution. Board of Regents - 1869 - 488 pàgines
...considered available to resist flexure, and the other half to resist crushing. And when the breaking- weight is so great as in the case of short pillars, it may...crushing, to the extent indicated by the preceding formulœ. Let с = the force which would crush the pillar without flexure. Let P = the utmost pressure... | |
 | 1869 - 486 pàgines
...considered available to resist flexure, and the other half to resist crushing. And when the breaking- weight is so great as in the case of short pillars, it may...applied to resist flexure. These two effects may be sepai'ated in all pillars by dividing the pillar into two portions, one of which would support the... | |
 | Bindon Blood Stoney - 1869 - 370 pàgines
...pillar, the breaking weight is so great as to be nearly equal to the crushing force, we may consider that no part of the strength of the pillar is applied to resist flexure." — Exp. Res., p. 337. Acting on this view Mr. Hodgkinson devised the following formula for the strength... | |
 | Bindon Blood Stoney - 1869 - 378 pàgines
...pillar, the breaking weight is so great as to be nearly equal to the crushing force, we may consider that no part of the strength of the pillar is applied to resist flexure." — E.rp. Res., p. 337. Acting on this view Mr. Hodgkinson devised the following formula for the strength... | |
 | Bindon Blood Stoney - 1873 - 692 pàgines
...pillar, the breaking weight is so great as to be nearly equal to the crushing force, we may consider that no part of the strength of the pillar is applied to resist flexure." — Exp. Res., p. 337. Acting on this view, Mr. Hodgkinson devised the following formula for the ultimate... | |
 | Samuel Downing - 1875 - 412 pàgines
...pillar, the breaking weight is so great as to be nearly equal to the crushing force, we may consider that no part of the strength of the pillar is applied to resist flexure. We may, therefore, separate these effects by supposing that there is taken from the transverse area... | |
 | Samuel Downing - 1875 - 414 pàgines
...pillar, the breaking weight is so great as to be nearly equal to the crushing force, we may consider that no part of the strength of the pillar is applied to resist flexure. We may, therefore, separate these effects by supposing that there is taken from the transverse area... | |
 | Thomas Box - 1883 - 624 pàgines
...shortness of the pillar, the breaking weight is nearly equal to the crushing strain, we may consider that no part of the strength of the pillar is applied to resist flexure, &e. It was found by experiment, that when the load on a pillar was J only of the crushing strain, there... | |
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And when the breaking-weight is so great as in the case of short pillars, it may be considered that no part of the strength of the pillar is applied to resist flexure. 
