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Railway Engineering

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

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

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

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

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Railway Engineering
Two important constituents in the composition of steel used for rail are

Carbon and manganese
Carbon and sulphur
Carbon and silicon
Manganese and phosphorous

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Railway Engineering
What will be the curve lead for a 1 in 8.5 turnout taking off from a straight broad gauge track?

28.49 m
14.24 m
21.04 m
7.45 m

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

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

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Railway Engineering
Which one of the following rail failures is caused by loose fish bolts at expansion joints?

angular break
crushed head
transverse fissures
split head

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