By Robert M. Vogel

_This article traces the evolution of the powered passenger elevator

from its initial development in the mid-19th century to the

installation of the three separate elevator systems in the Eiffel

Tower in 1889. The design of the Tower's elevators involved problems

of capacity, length of rise, and safety far greater than any

previously encountered in the field; and the equipment that resulted

was the first capable of meeting the conditions of vertical

transportation found in the just emerging skyscraper._

THE AUTHOR: _Robert M. Vogel is associate curator of mechanical and

civil engineering, United States National Museum, Smithsonian

Institution._

The 1,000-foot tower that formed the focal point and central feature of

the Universal Exposition of 1889 at Paris has become one of the best known

of man's works. It was among the most outstanding technological

achievements of an age which was itself remarkable for such achievements.

Second to the interest shown in the tower's structural aspects was the

interest in its mechanical organs. Of these, the most exceptional were the

three separate elevator systems by which the upper levels were made

accessible to the Exposition visitors. The design of these systems

involved problems far greater than had been encountered in previous

elevator work anywhere in the world. The basis of these difficulties was

the amplification of the two conditions that were the normal determinants

in elevator design--passenger capacity and height of rise. In addition,

there was the problem, totally new, of fitting elevator shafts to the

curvature of the Tower's legs. The study of the various solutions to these

problems presents a concise view of the capabilities of the elevator art

just prior to the beginning of the most recent phase of its development,

marked by the entry of electricity into the field.

The great confidence of the Tower's builder in his own engineering ability

can be fully appreciated, however, only when notice is taken of one

exceptional way in which the project differed from works of earlier

periods as well as from contemporary ones. In almost every case, these

other works had evolved, in a natural and progressive way, from a

fundamental concept firmly based upon precedent. This was true of such

notable structures of the time as the Brooklyn Bridge and, to a lesser

extent, the Forth Bridge. For the design of his tower, there was virtually

no experience in structural history from which Eiffel could draw other

than a series of high piers that his own firm had designed earlier for

railway bridges. It was these designs that led Eiffel to consider the

practicality of iron structures of extreme height.

[Illustration: Figure 1.--The Eiffel Tower at the time of the Universal

Exposition of 1889 at Paris. (From _La Nature_, June 29, 1889, vol. 17, p.

73.)]

[Illustration: Figure 2.--Gustave Eiffel (1832-1923). (From Gustave

Eiffel, _La Tour de Trois Cents Metres_, Paris, 1900, frontispiece.)]

There was, it is true, some inspiration to be found in the paper projects

of several earlier designers--themselves inspired by that compulsion which

throughout history seems to have driven men to attempt the erection of

magnificently high structures.

One such inspiration was a proposal made in 1832 by the celebrated but

eccentric Welsh engineer Richard Trevithick to erect a 1,000-foot,

conical, cast-iron tower (fig. 3) to celebrate the passing of the Reform

Bill. Of particular interest in light of the present discussion was

Trevithick's plan to raise visitors to the summit on a piston, driven

upward within the structure's hollow central tube by compressed air. It

probably is fortunate for Trevithick's reputation that his plan died

shortly after this and the project was forgotten.

One project of genuine promise was a tower proposed by the eminent

American engineering firm of Clarke, Reeves & Company to be erected at the

Centennial Exhibition at Philadelphia in 1876. At the time, this firm was

perhaps the leading designer and erector of iron structures in the United

States, having executed such works as the Girard Avenue Bridge over the

Schuylkill at Fairmount Park, and most of New York's early elevated

railway system. The company's proposal (fig. 4) for a 1,000-foot shaft of

wrought-iron columns braced by a continuous web of diagonals was based

upon sound theoretical knowledge and practical experience. Nevertheless,

the natural hesitation that the fair's sponsors apparently felt in the

face of so heroic a scheme could not be overcome, and this project also

remained a vision.

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