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Prestressed concrete sleepers : a design of 'shallow' sleeper for use under flat-bottom rails (E-386)

Last updated on 13 December 2013 2:11

11. The new design is the best compromise 'between depth and strength, and yet its cost is compatible with that of an F.10 sleeper. 12. Its theoretical working load is 26 tons compared with 28 tons for established Class F designs.

Author(s): Lindsay D

Organisation(s): British Rail Research ;

1962

United Kingdom

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