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Railway Engineering

Railway Engineering
Tensile strength of steel used in rails should not be less than

450 MPa
850 MPa
500 MPa
700 MPa

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Railway Engineering
Which of the following types of sleepers is preferred on joints ?

steel trough sleeper
CST-9 sleeper
concrete sleeper
wooden sleeper

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Railway Engineering
Largest percentage of material in the rail is in its

head and foot both
web
head
foot

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Railway Engineering
Staggered joints are generally provided

On curves
None of these
On straight track
When two different rail sections are required to be joined

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Railway Engineering
The cross-sectional area of 52 kg flat footed rail is

7235 mm²
7825 mm²
6155 mm²
6615 mm²

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Railway Engineering
Normally the limiting value of cant is (where G is the gauge.)

G/15
G/12
G/8
G/10

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