Railway Construction — John Stuart Mill — John Shaqi
Railway Construction
John Stuart Mill · en
When writing a specification for steel rails, it is usual to state the
number of tons per square inch in tensile strain which the steel must
be able to sustain without fracture, and also to stipulate that some
of the rails will be tested by the falling-weight test. In the latter
test a rail is placed, say at 3 feet bearings, and in a similar
position to what it would occupy in the road, and a weight of eighteen
hundredweight, or one ton or more, according to section of rail, is
allowed to fall from a height of 9 or 10 feet, on to the rail, at the
centre between the bearings. With three blows from the given height,
the rail must not bend or deflect more than a specified amount. The
falling-weight test is, perhaps, rather a rough and ready one; but it
is always reassuring to prove that the rails will withstand such a
severe ordeal, as it must be a very exceptional circumstance in the
routine of railway working which will produce a blow or shock equal 195
in effect to the falling-weight test. The rails form such an important
part of the trackway, almost the very basis on which the traffic has
to depend for its safety, that, apart from the question of wear, no
effort should be spared to ensure their thorough soundness and
efficiency.
In modern practice rails are generally used in lengths varying from 25
feet to 30 feet. There is no difficulty in making them longer; but any
excess over the above lengths is found to be inconvenient for
transport, for handling in the line, and for making the necessary
allowance for contraction and expansion at the joints. Steel rails are
generally marked on the vertical web with the initials of the railway
company, the name of the manufacturer, and the year in which they are
rolled. This is done by cutting out the letters in the last pair of
rolls through which the rails have to pass before they are completed,
so that on the rails themselves the letters stand out in raised
characters, thus: G.N.R.I.......C. CAMMELL & C^o 1896. In this
manner the rails always carry for reference the name of maker and
date.