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ACCOUNT OF THE ALTERATIONS MADE IN THE STRUCTURE OF THE MENAI BRIDGE, DURING THE REPAIRS IN CONSEQUENCE OF THE DAMAGE IT RECEIVED FROM THE GALE OF JANUARY 7, 1839.

Transactions of the Institution of Civil Engineers (1842) 3 (5): 371–375.

https://doi.org/10.1680/itrcs.1842.24374

Published: 01 January 1842

...T J MAUDE © Thomas Telford and ICE 1842 BRIDGES SUSPENSION DAMAGE REPAIRS ALTERATIONS GALES WIND STORMS PLATFORMS ROADWAYS FRACTURE STRENGTHENING BARS RODS JOINTS STIFFENING STRUCTURES HURRICANES RESTORATION MENAI BRIDGE MENAI STRAITS WALES ANGLESEY UK...

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A SERIES OF EXPERIMENTS ON THE STRENGTH OF CAST IRON. (INCLUDING PLATES).

F BRAMAH

Transactions of the Institution of Civil Engineers (1838) 2 (1): 113–135.

https://doi.org/10.1680/itrcs.1838.24390

Published: 01 January 1838

... has originated principally from the known fact, that the ultimate resistance to compression considerably exceeds thatto extension. It is the custom of many,even at this period of our advancement in science, todetermine the value of materialto resist stress and flexure by its resistance to fracture...

View article titled, A SERIES OF EXPERIMENTS ON THE STRENGTH OF CAST IRON. (INCLUDING PLATES).

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AN ELEMENTARY ILLUSTRATION OF THE PRINCIPLES OF TENSION AND OF THE RESISTANCE OF BODIES TO BEING TORN ASUNDER IN THE DIRECTION OF THEIR LENGTH.

T TREDGOLD

Transactions of the Institution of Civil Engineers (1836) 1 (1836): 175–181.

https://doi.org/10.1680/itrcs.1836.24495

Published: 01 January 1836

...T TREDGOLD © Thomas Telford and ICE 1836 TENSION RESISTANCE STRENGTH BODIES STRAIN FILAMENTS CALCULATIONS FRACTURE COHESION STRESS BARS MAGNITUDE XX. A n EZer~aentaryIltustration of the PrincZpZes of Tension and of the Resistance of Bodies to being torn asunder...

View article titled, AN ELEMENTARY ILLUSTRATION OF THE PRINCIPLES OF TENSION AND OF THE RESISTANCE OF BODIES TO BEING TORN ASUNDER IN THE DIRECTION OF THEIR LENGTH.

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Journal Articles

EXPERIMENTS ON THE FORCE REQUIRED TO FRACTURE AND CRUSH STONES; MADE UNDER THE DIRECTION OF MESSRS BRAMAH AND SONS FOR B. WYATT, ESQ. ARCHITECT.

J BRAMAH, W FREEMAN

Transactions of the Institution of Civil Engineers (1836) 1 (1836): 234–235.

https://doi.org/10.1680/itrcs.1836.24503

Published: 01 January 1836

...J BRAMAH; W FREEMAN © Thomas Telford and ICE 1836 BRAMAH EXPERIMENTS HYDROMECHANICAL PRESSES STONE GRANITE COMPRESSION PRESSURE FRACTURE 234 EXPERIMENTS ON THE STRENGTH O F VARIOUS STONES. on, with a common streeptavemenbtetween for the horses. The tram- stones...

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ACCOUNT OF THE ALTERATIONS MADE IN THE STRUCTURE OF THE MENAI BRIDGE, DURING THE REPAIRS IN CONSEQUENCE OF THE DAMAGE IT RECEIVED FROM THE GALE OF JANUARY 7, 1839.

A SERIES OF EXPERIMENTS ON THE STRENGTH OF CAST IRON. (INCLUDING PLATES).

AN ELEMENTARY ILLUSTRATION OF THE PRINCIPLES OF TENSION AND OF THE RESISTANCE OF BODIES TO BEING TORN ASUNDER IN THE DIRECTION OF THEIR LENGTH.

EXPERIMENTS ON THE FORCE REQUIRED TO FRACTURE AND CRUSH STONES; MADE UNDER THE DIRECTION OF MESSRS BRAMAH AND SONS FOR B. WYATT, ESQ. ARCHITECT.

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ACCOUNT OF THE ALTERATIONS MADE IN THE STRUCTURE OF THE MENAI BRIDGE, DURING THE REPAIRS IN CONSEQUENCE OF THE DAMAGE IT RECEIVED FROM THE GALE OF JANUARY 7, 1839.

A SERIES OF EXPERIMENTS ON THE STRENGTH OF CAST IRON. (INCLUDING PLATES).

AN ELEMENTARY ILLUSTRATION OF THE PRINCIPLES OF TENSION AND OF THE RESISTANCE OF BODIES TO BEING TORN ASUNDER IN THE DIRECTION OF THEIR LENGTH.

EXPERIMENTS ON THE FORCE REQUIRED TO FRACTURE AND CRUSH STONES; MADE UNDER THE DIRECTION OF MESSRS BRAMAH AND SONS FOR B. WYATT, ESQ. ARCHITECT.

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