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Railway Engineering

Railway Engineering
The limiting value of cant deficiency for Meter Gauge routes is

100 mm
75 mm
50 mm
40 mm

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Railway Engineering
The side slope of embankments for a railway track is generally taken as

1:1
1:2
2:1
1.5:1

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Railway Engineering
The total gap on both sides between the inside edges of wheel flanges and gauge faces of the rail is kept as

13 mm
19 mm
10 mm
16 mm

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Railway Engineering
The limiting value of cant gradient for all gauges is

1 in 1000
1 in 720
1 in 1200
1 in 360

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Railway Engineering
The formation width for a single line meter gauge track in embankment as adopted on Indian Railways is

5.49 mm
4.88 mm
4.27 mm
4.55 mm

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Railway Engineering
Number of cotters used in CST-9 sleepers is

4
5
2
3

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