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" Note. This last conclusion is drawn from a comparison of the results of experiment with those obtained from calculation, in which the beam is assumed as perfectly elastic. (4-.) " The effect of bodies of different natures striking against a hard, flexible... "
An Elementary Course of Civil Engineering: For the Use of Cadets of the ... - 95. lappuse
autors: Dennis Hart Mahan - 1846 - 366 lapas
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Report of the Annual Meeting, 5. izdevums

British Association for the Advancement of Science - 1836 - 516 lapas
...being obtained from problem 1 following, where the beam is assumed to be perfectly elastic. Conclusion 4. — The effect of bodies of different natures striking...trifling error, on a supposition that they are inelastic. If the calculation be formed on a supposition that the time of the collision, in the first approach...
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Report of the ... Meeting of the British Association for the ..., 5. sējums

British Association for the Advancement of Science - 1836 - 524 lapas
...obtained from problem 1 following, where the beam is assumed to be perfectly elastic. Conclusion 4.—The effect of bodies of different natures striking against...trifling error, on a supposition that they are inelastic. If the calculation be formed on a supposition that the time of the collision, in the first approach...
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An Elementary Course of Civil Engineering for the Use of Cadets of the ...

Dennis Hart Mahan - 1852 - 418 lapas
...perfectly elastic beam, as it recovered its form after deflection." (4.) " The effect of bodies ol different natures striking against a hard, flexible...error, on a supposition that they are inelastic." Note. This last conclusion is drawn from a comparison of the results of experiment with those obtained...
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Memoirs of the Literary and Philosophical Society of Manchester

1865 - 530 lapas
...deflection. 4. The effects of bodies of different natures striking against a hard flexible beam seem to be independent of the elasticities of the bodies,...horizontally is the same in whatever part it is struck. 6. The power of a heavy uniform beam to resist a horizontal impact is to the power of a very light...
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Memoirs of the Manchester Literary and Philosophical Society

Manchester Literary and Philosophical Society - 1865 - 530 lapas
...deflection. 4. The effects of bodies of different natures striking against a hard flexible beam seem to be independent of the elasticities of the bodies,...horizontally is the same in whatever part it is struck. 6. The power of a heavy uniform beam to resist a horizontal impact is to the power of a very light...
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Annual Report of the Board of Regents of the Smithsonian Institution

Smithsonian Institution. Board of Regents - 1869 - 488 lapas
...deflection. 4. The effect's of bodies of different natures striking against a hard, flexible beam seem to be independent of the elasticities of the bodies,...horizontally is the same in whatever part it is struck. 6. The power of a heavy uniform beam to resist a horizontal impact is to the power of a very light...
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House Documents, Otherwise Publ. as Executive Documents: 13th ..., 12. sējums

United States. Congress. House - 1869 - 516 lapas
...deflection. 4. The effects of bodies of different natures striking against a hard, flexible beam seem to be independent of the elasticities of the bodies,...horizontally is the same in whatever part it is struck. 6. The power of a heavy uniform beam to resist a horizontal impact is to the power of a very light...
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A Treatise on Civil Engineering

Dennis Hart Mahan - 1873 - 560 lapas
...the 2d table are from bars struck at the middle point, between the centre and extremity of the bar. From the above and other experiments the conclusion...horizontally, is the same in whatever part it is struck." 367. From the results of the experiments of Messrs. Fairbairn and Ilodgkinson, on the properties of...
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A Treatise on Civil Engineering

Dennis Hart Mahan - 1873 - 560 lapas
...with velocities equal to one another." (2.) " If, as before, a beam supported at its ends be strnck horizontally by bodies of the same weight, but different...horizontally, is the same in whatever part it is struck." 367. From the results of the experiments of Messrs. Fairbairn and Hodgkinson, on the properties of...
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A Treatise on Civil Engineering

Dennis Hart Mahan - 1875 - 636 lapas
...elastic beam, as it recovered its form after deflection." Note. This last conclusion is drawn froin a comparison of the results of experiment with those..."The power of- a uniform beam to resist a blow given horix. >ntally, is the same in whatever part it is struck." 36 7. From the results of the experiments...
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