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Railway Engineering

Railway Engineering
The desirable rate of change of cant deficiency in case of Metre Gauge is

65 mm/sec
55 mm/sec
35 mm/sec
20 mm/sec

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Railway Engineering
Gauge is the distance between

None of these
running faces of rails
center to center of rails
outer faces of rails

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Railway Engineering
Wear of rails is maximum in weight of

sharp curve
tunnels
tangent track
coastal area

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Railway Engineering
Head width of 52 kg rail section is

61.9 mm
66.7 mm
72.33 mm
67 mm

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Railway Engineering
In a B.G. railway track, the specified ruling gradent is 1 in 250. The horizontal curve of 3° on a gradient of 1 in 250 will have the permissible gradient of

1 in 357
1 in 457
1 in 257
1 in 512

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Railway Engineering
The shape of transition curve used by Indian Railways is

spiral
sine curve
cubic parabola
lemniscate of Bernoulli

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