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" In order that this principle may be fulfilled, the line of resistance should not deviate from the middle of the thickness of the wall to an extent materially exceeding one.sixth of the thickness. In other words, the lines of resistance, when the reservoir... "
Miscellaneous Scientific Papers - Página 553
por William John Macquorn Rankine, Peter Guthrie Tait - 1881 - 567 páginas
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Minutes of Proceedings of the Institution of Civil Engineers, Volumen115

Institution of Civil Engineers (Great Britain) - 1894 - 566 páginas
...the reservoir is empty, or at the inner face, when it is filled. The lines of resistance therefore should not deviate from the middle of the thickness of the wall to an extent exceeding one-sixth of the thickness. Lastly, mention should be made of an excellent Paper of the late...
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Some applications of theory to the practice of construction; a part of the ...

Henry Wray - 1872 - 440 páginas
...ISnaineer, Jan. 5, 1872, Professor Rankine proposes another condition, viz., " that there ought to be no practically appreciable tension at any point of...reservoir is empty and full respectively, should both be within, or but a small distance beyond, the middle third of the thickness of the wall." This condition...
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The water-supply of Bombay, a report, Volumen109

Hector Tulloch - 1872 - 406 páginas
...referred to by the French authors — viz., that there ought to be no pracnvoWed?11 *° b° tically appreciable tension at any point of the masonry, whether...tension is greatest. In order that this principle may bo fulfilled, the line of resistance should not deviate from the middle of the thickness of the wall...
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Professional Papers on Indian Engineering

1873 - 582 páginas
...DAMS ALL PROJECTED FROM ONE POINT. INT BEING THE TOP OF THE INNER FACE. when the reservoir is full, " the line of resistance should not deviate from the...to an extent materially exceeding one-sixth of the thickness—fe, that the lines of resistance, when the reservoir ia empty and full, respectively, should...
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Spons' dictionary of engineering, ed. by O. Byrne (and Spon). 8 div, Volumen87

Spon E. & F.N., ltd - 1874 - 464 páginas
...masonry that are exposed to the overturning action of forces, which fluctuate in amount and direction, the tendency to give way first shows itself at that...line of resistance should not deviate from the middle thickness of the wall to an extent materially exceeding one-sixth of the thickness. In other words,...
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Spons' Dictionary of Engineering, Civil, Mechanical, Military, and ..., Volumen8

Edward Spon, Oliver Byrne, Ernest Spon, Francis N. Spon - 1874 - 460 páginas
...masonry that are exposed to the overturning action of forces, which fluctuate in amount and direction, the tendency to give way first shows itself at that...which the tension is greatest. " In order that this principio may be fulfilled, the lino of resistance should not deviate from tho middle thickness of...
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Spons' Dictionary of Engineering, Civil, Mechanical, Military, and ..., Volumen2

Edward Spon - 1874 - 460 páginas
...masonry that are exposed to the overturning action of forces, which fluctuate in amount and direction, the tendency to give way first shows itself at that point at which tho tension is greatest. " In order that this principle may be fulfilled, the line of resistance should...
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Transactions of the Association of Civil Engineers of Cornell ..., Volúmenes1-4

1893 - 670 páginas
...the reservoir is empty, or at the inner face, when it is filled. The lines of resistance therefore should not deviate from the middle of the thickness of the wall to an extent exceeding one-sixth of the thickness. Professor Kreuter makes the following assumptions : (1) The water...
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Facts, Figures, and Formulae for Irrigation Engineers: Being a Series of ...

1908 - 256 páginas
...the reservoir is empty, or at the inner face, when it is full. The lines of resistance, therefore, should not deviate from the middle of the thickness of the wall to an extent exceeding onesixth of the thickness. 7. That, at those parts of the profile where the wall has a batter,...
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Facts, Figures, and Formulae for Irrigation Engineers: Being a Series of ...

1908 - 258 páginas
...the reservo1r is empty, or at the inner face, when it is full. The lines of resistance, therefore, should not deviate from the middle of the thickness of the wall to an extent exceeding onesixth of the thickness. 7. That, at those parts of the profile where the wall has a batter,...
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