The Mechanical Principles of Engineering and ArchitectureJ. Wiley, 1875 - 699 стор. |
З цієї книги
Результати 1-5 із 25
Сторінка xiii
... walls attributed to Vauban , to the effect , that the resultant pressure should intersect the base of such a wall at a point whose distance from its extrados ie ths the distance between the extrados at the base and the vertical through ...
... walls attributed to Vauban , to the effect , that the resultant pressure should intersect the base of such a wall at a point whose distance from its extrados ie ths the distance between the extrados at the base and the vertical through ...
Сторінка xiv
... walls , and a modification of that principle , suggested by M. Poncelet , to the determination of the resistance opposed to the overthrow of a wall backed by earth . This determina- tion has an obvious application to the theory of ...
... walls , and a modification of that principle , suggested by M. Poncelet , to the determination of the resistance opposed to the overthrow of a wall backed by earth . This determina- tion has an obvious application to the theory of ...
Сторінка xix
... Wall or Pier The Line of Resistance in a Pier The Stability of a Wall supported by Shores The Gothic Buttress . · . 377 · . 379 · • 880 . 381 382 383 . 387 • The Stability of Walls sustaining Roofs The Plate Band . · The sloping ...
... Wall or Pier The Line of Resistance in a Pier The Stability of a Wall supported by Shores The Gothic Buttress . · . 377 · . 379 · • 880 . 381 382 383 . 387 • The Stability of Walls sustaining Roofs The Plate Band . · The sloping ...
Сторінка xx
Henry Moseley. The Stability of a Wall sustaining the Pressure of a Fluid Earth Works Revêtement Walls The Arch . The Angle of Rupture Page . 408 • 412 416 429 437 The Line of Resistance in a circular arch whose Voussoirs are equal , and ...
Henry Moseley. The Stability of a Wall sustaining the Pressure of a Fluid Earth Works Revêtement Walls The Arch . The Angle of Rupture Page . 408 • 412 416 429 437 The Line of Resistance in a circular arch whose Voussoirs are equal , and ...
Сторінка 311
... wall , " published in the Transactions of the Royal Society for 1830. Towards the conclusion of that paper , Mr. Gilbert has treated of the methods best adapted for imparting great angular velocities , and , in connection with that ...
... wall , " published in the Transactions of the Royal Society for 1830. Towards the conclusion of that paper , Mr. Gilbert has treated of the methods best adapted for imparting great angular velocities , and , in connection with that ...
Зміст
91 | |
99 | |
106 | |
112 | |
121 | |
130 | |
137 | |
142 | |
148 | |
154 | |
163 | |
169 | |
194 | |
202 | |
213 | |
221 | |
227 | |
234 | |
241 | |
251 | |
257 | |
283 | |
368 | |
377 | |
383 | |
397 | |
405 | |
440 | |
446 | |
454 | |
471 | |
501 | |
510 | |
518 | |
520 | |
527 | |
540 | |
571 | |
632 | |
653 | |
675 | |
683 | |
691 | |
698 | |
Інші видання - Показати все
Загальні терміни та фрази
a₁ angle of resistance angular velocity axes axis beam body bordering upon motion centre of gravity circumference co-efficient compression conical surfaces corresponding crank crank arm cubic foot curve cylinder deflexion determined displaced fluid distance ditto driven wheel driving epicycloidal equal equation equilibrium evident exceedingly small extrados forces formula friction given horizontal hypocycloidal inclination inertia intersect involute lamina length limiting angle line of centres line of resistance load machine modulus moment of inertia moving n₁ n₂ neutral line observing obtain oscillation P₁ P₂ parallel passing perpendicular pitch circle plane point of application point of contact portion position radius repre respect resultant revolution revolve rupture space stability Substituting supposed surfaces of contact taken to represent tion tooth U₁ unguent vertical vis viva viva voussoirs wall weight whence it follows whilst whole