The Mechanical Principles of Engineering and ArchitectureJ. Wiley, 1875 - 699 стор. |
З цієї книги
Результати 1-5 із 39
Сторінка xv
... has been treated by Mr. Hodgkinson a the fourth vol . of Manchester Transactions , with his usual ability . He has not , however , suc ceeded in effecting its complete solution . of the strength of a beam carrying a uniform load.
... has been treated by Mr. Hodgkinson a the fourth vol . of Manchester Transactions , with his usual ability . He has not , however , suc ceeded in effecting its complete solution . of the strength of a beam carrying a uniform load.
Сторінка xvi
Henry Moseley. of the strength of a beam carrying a uniform load and sup ported freely at its extremities , with that of a beam similarly loaded but having its extremities firmly imbedded in masonry . In treating of the strength of ...
Henry Moseley. of the strength of a beam carrying a uniform load and sup ported freely at its extremities , with that of a beam similarly loaded but having its extremities firmly imbedded in masonry . In treating of the strength of ...
Сторінка xx
... Load is distributed over different Points of its Extrados A segmental Arch whose Extrados is horizontal · • • 440 ... Loading different from that of the Arch • A circular Arch having equal Voussoirs and sustaining the Pressure of Water ...
... Load is distributed over different Points of its Extrados A segmental Arch whose Extrados is horizontal · • • 440 ... Loading different from that of the Arch • A circular Arch having equal Voussoirs and sustaining the Pressure of Water ...
Сторінка xxi
... Loading is of the same Material with its Voussoirs , and whose Extrados is inclined at a given Angle to the Horizon 688 Table III . - Showing the Horizontal Thrust of an Arch , the Radius of whose Intrados is Unity , and the Weight of ...
... Loading is of the same Material with its Voussoirs , and whose Extrados is inclined at a given Angle to the Horizon 688 Table III . - Showing the Horizontal Thrust of an Arch , the Radius of whose Intrados is Unity , and the Weight of ...
Сторінка 46
... load upon his shoulders , without moving it , no more works , in the sense in which that term is here used , than does a column which sus- tains a heavy weight upon its summit ; and a stone , as it falls freely in vacuo , no more works ...
... load upon his shoulders , without moving it , no more works , in the sense in which that term is here used , than does a column which sus- tains a heavy weight upon its summit ; and a stone , as it falls freely in vacuo , no more works ...
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