The New York Rapid-transit Subway
Forfatter: Willialm Barclay Parsons
År: 1908
Forlag: The Institution
Sted: London
Sider: 135
UDK: 624.19
With An Abstract Of The Discussion Upon The Paper.
By Permission of the Council. Excerpt Minutes of Proceedings of The Institute of Civil Engineers. Vol. clxxiii. Session 1907-1908. Part iii
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24 PARSONS ON NEW YORK RAPID-TRANSIT SUBWAY. [Minutes of
weight of 100,000 lbs. on four axles, giving a load of 12,500 lbs.
per wheel, with unit stresses in the longitudinal girder-flanges of
10,000 lbs. per square inch. The permissible stresses in the flanges
of the cross girders varied with the number of tracks, being
10,000 lbs. when one track was carried, 12,000 lbs. for two, and
13,000 lbs. for three.
Stations.
The stations are of three distinct types :—
A. “ Local” stations on four-track sections with the platforms
outside the outer tracks, at which only local trains stop.
B. " Express ” stations on the four-track section at winch both
express and local trains stop, witli island platforms between each
pair of local and express tracks and sometimes additional platforms
on the outside of the local tracks, permitting the passengers on the
local trains to embark from and disembark to platforms on both
sides.
C. Stations on the two- and three-track sections at whicli both
local and express trains can stop. The stations of this third type
have platforms exterior to the outer tracks, except two on the two-
track sections which have each a single island platform.
The number of stations of the several types are:—
Type A........................17
„B........................... 4
» c .........................37
The basis of the design for all stations was to have all the plat-
forms as close to the surface of the street as possible, so as to give
the minimum height of staircase from platform to side-walk and
avoid the use of mechanical means of ascent and descent. The
minimum distance from the rail-level to the surface of the street
being 17 feet, and the platform-level being arranged to be 4 feet
above the base of the rails, the minimum distance from platform to
street-surface was about 13 feet, which has been approximately
realized at nearly all the underground stations. Stations of type
B were necessarily depressed in order that access might be had
to the island platforms, as will be explained later.
What may be called a standard station of type A is in plan like
the letter T with arms elongated parallel to the track, while the
stem is under the street transverse to the main route. Beneath the
cross street is located tlie station with the ticket-offices, lavatories,