Bridge Disasters in America: The Cause and the RemedyVose, George L. (George Leonard)
History
Bridge Disasters in America: The Cause and the Remedy
Vose, George L. (George Leonard)
Bridges -- Accidents
At the time of the Tariffville catastrophe, it was gravely stated at
the coroner's inquest, and by railroad officers who claimed to know
about such things, that the disaster was caused by the tremendous
weight of two locomotives which were coupled together, and it was
stated that one engine would have passed in safety; and directly
afterwards the superintendent of a prominent railroad in New England
issued an order forbidding two engines connected to pass over any
iron bridges. It is all very well for a company to issue such an
order, so far as it may give the public to understand that it is
determined to use every precaution against disaster; but such an
order may have the effect of creating a distrust which really ought
not to exist. If a railway bridge is not entirely safe for two
engines, it is certainly entirely unsafe for one engine and the train
following; the only saving in weight by taking off one engine being
the difference between the weight of that engine and the weight of
the cars that would occupy the same room. For example, a bridge of
200 feet span will weigh 1,500 pounds per lineal foot. An engine and
its tender will weigh 60 tons in a length of 50 feet, and a loaded
freight-train may easily weigh 2/3 of a ton per lineal foot. The
total weight of the span, with two engines, and the rest of the
bridge covered with loaded freight-cars, would thus be 320 tons. If
we take off one engine, and fill its place with cars, we take off 60
tons, and put in its place 33 tons; i.e., we remove 27 tons, or just
about 1/12 of the working-load. Taking off a large part of the
working-load, however, is taking off a very small part of the
breaking-load; with a factor of safety of six, for example, taking
off 1/12 of the working-load is taking off less than 1/70 of the
breaking-load. An order, therefore, like that above, can only be of
use when the working-load and the breaking-load are so nearly alike
that the actual load is a dangerous one: that is when the bridge is
unfit for any traffic whatever; so that, if such an order was really
needed, it would, in itself, be, in the eyes of an engineer, a
condemnation of the bridge.
Public-domain text, read in full here on John Shaqi.
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