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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Proceedings.] DISCUSSION ON NEW YORK SUBWAY.
111
r A/d X Mr. Haigh.
M = 2.t.d d+20 73-1
A3c-t
d-10't
Using the numerical limits for c and t simultaneously, the equations
became
M = 200 d (7d - 12)
d
and A = 3
The area of steel required for each foot of breadth was one-fifth of
the depth of the beam, in square and lineal inches respectively.
The reinforcing steel being near the point of maximum tensile strain
in the concrete, its stress had been taken as 300 multiplied by the
ratio of the moduli. The flat cover under consideration had a cross
section of reinforcing metal about half of that shown by the calculated
formula: but the stress was double. The increase of metal required
in accordance with the suggested calculations would bling the whole
amount to about the same as the metal in the girder construction for
which the reinforced concrete of the subway was substituted. With
regard to decoration of stations, the Borough Hall station at Brooklyn
presented an appearance greatly superior to that of the ordinary
station. Its polished marble wainscot was a feature certainly requiring,
from an æsthetic standpoint, the protection that had been afforded
by the prohibition of advertisements. This prohibition might be
extended with general advantage. In tube stations it seemed worthy
of further consideration by the architects whether the beauty of a vista
of wide-sweeping cylinder did not transcend chequered tile-work, and
whether distraction of the eye in its search for station-names and
direction-notices might not be mitigated by more single-toned treat-
ment. Further details from the Author would be acceptable with
regard to the methods of construction beneath the Harlem River,
including the lengths of timber caisson used, the adjustment into
position of the tunnel-sections, and the jointing for connection of the
lengths separately placed ; and an explanation of the traffic over the
three-track portions of the railway, where there would appear to
result a rapid accumulation of the express-traffic cars at one end.
would be interesting.
Mr. W. C. COPPERTHWAITE thought the main lesson to be drawn TE+ Copper-
from the Paper was that such an excellent piece of work as the
subway in New York was quite impossible of imitation in London.
He had had to do with both tube railways and surface railways, and
he could not imagine anything of the kind being built, at any rate