La Tour Eiffel
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(article by François Dhôtel, architect)

The Eiffel Tower, symbol of innovative technique at the end of the 19th century, has maintained its universal image.

Even if 6 million visitors climb the Tower each year, the number of those who have set eyes on the Tower but never foot coupled with those who know of the Tower but have never even caught a glimpse of the monument are far more numerous.
Its simplified representation is but an inanimate object, an unchanging reference point. Yet, differing from many other structures built in the past, it is alive, ever changing and evolving.

The most spectacular transformations are also those that are the most visible: it has changed color six times in its lifetime and its lighting effects have been designed at different moments to decorate the tower for a day or for longer periods of time. Following many different lighting styles, the present day system has been highlighting the internal structure of the Tower for more than ten years now.

Less spectacular yet visible are the developments that have been added to the different levels such as the various pavilions and constructions on the first and second floors. Also the roofing of the galleries and shelters providing refuge from bad weather conditions including the landing stages, covered walkways, etc., as well as the numerous technical and service quarters and the spaces located directly over or under these levels.

  Click to enlarge it !

The elevator and staircases - construction or replacement of - and the elevator platform could also fall into this same category of developments, except in cases where they have become integrated parts of the structure.

Much less visible are the operations that have modified the original Tower's structure.

Indeed, at different periods in time, even the skeleton structure evolved, either little by little as the necessity arose or to reinforce certain structural members that were damaged by various causes.




In the descriptive book "THE 300 METER TOWER" Gustave Eiffel gave precise indications concerning his calculations, how many were used and detailed observation notes.

Click to enlarge it !  

All of the documents dating back to 1889 and 1900, including his numbered calculations are all taken from this original work.

In fact, to obtain the 300 meters, the Tower is basically composed of two elements :

- a base, which is a sort of bar stool, very sturdy, standing on 4 main pillars that are bonded and extended with a much lighter batter at the smaller level that constitutes the second floor,
- a tower firmly attached atop.


The value of the pillar base is directly related to the swaying caused by wind forces.

The diagram of forces in Figure 2 shows the relational use of the materials at the different levels in keeping with the simplified calculations presented in Figure 3 and 4. We can observe the diminishing wind forces and the ratio obtained at the base.
( To illustrate this construction principle, read Gustave Eiffel's text. )


That is what gave the theoretical form to the Tower, but it had yet to be built.

The greatest difficulty in erecting it was the bonding of the four main pillars at the first floor.

Indeed, considering the available equipment of the period, it was necessary to implant as precisely as possible four bases 80 meters apart from each other and then to raise the four pillars at a slant and to prop them up employing millimeter precision fifty meters above the ground.

  Click to enlarge it !

Click to enlarge it !  

The erection of the pillars - auto-stable - above the first floor was less difficult.
As for the tower, it was erected with even less difficult, apart from working at heights ...

The principle behind the structure reveals two apparent sections where it is in tension :
- the horizontal connections on the first floor (7-meter wide girders)
- the base of the tower top

These two points will be brought up farther on.
The structure was made of puddle iron and not steel.
The Tower was assembled using a limited number of fabricated parts, evident in the list taken from Mr. Eiffel's book:


Several other cast iron parts could be joined to this list of which 16 truss supports, connecting the masonry and the structure.




The parts used to construct the Tower

All of the iron came from the factories of Mr. Dupont and Mr. Fould, blacksmiths located in Pompey (Meurthe-et-Moselle), who were represented in Paris by their director Mr. A. Prègre and who kept us informed on iron grades. They were delivered at the following prices:

Equal angles from 40 to 100 ..................................
13.25
F per 100 kg
Standard sections, 1st and 2nd grades ..................................
13.25
F per 100 kg
Standard sections, 3rd and 4th grades ..................................
13.75
F per 100 kg
Wide flat bars up to 500 ..................................
15.00
F per 100 kg
Ordinary sheet iron ..................................
15.50
F per 100 kg
Checkered plate ..................................
16.50
F per 100 kg
Special tee-sections (designated in Eiffel's book) ..................................
16.00
F per 100 kg
Open and closed angle sections, at made to order angles ..................................
20.00
F per 100 kg

The rivets came from Mr. Letroyeur and Mr. Bouvard in Paris. The quality was that of boiler or locomotive rivets.



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