which was 45 meters to the right of the pier, and upon combining the
horizontal stress that produced it with that of the loads, the stress
exerted upon the body may he deduced. But this hypothesis seems to us
scarcely tenable, especially by reason of the great stress that it would
have taken to lift the superstructure. On another hand, it was possible
for the latter to slide over one edge of the pier, and this explains the
horizontal distance of 45 feet by which its center of gravity was
displaced. It is probable, moreover, that the superstructure, before
going over, moved laterally upon its temporary supports.

The girders were, in fact, resting upon rollers, and the roller apparatus
themselves were renting upon wedges, and there was no anchorage to prevent
a transverse sliding.

Under the prolonged thrust of a very high wind, the superstructure, by
reason of its considerable projection, must have begun to swing like a
pendulum. These oscillations acquired sufficient amplitude to cause the
superstructure to gradually move upon its rollers until the latter no
longer bore beneath the webs. The flanges therefore finally bent upward
where they rested upon the rollers, through the action of the weight which
they had to support, and the entire superstructure slid off into space.

An examination of the bent pieces seems to give great value to this
hypothesis.--_Le Genie Civil_.

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