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Railway Engineering

Railway Engineering
The rail is designated by its

weight
weight per unit length
length
cross-section

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

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

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Railway Engineering
If ‘A’ is the angle formed by two gauge faces, the crossing number will be

cot A
Arad
sec A
tan A

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Railway Engineering
The compensation for curvature on gradient for Meter Gauge is given by (where R is radius of curve.)

52.5/R
105/R
35/R
70/R

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Railway Engineering
Vertical curves are provided where algebraic difference between grades is equal to or

less than 4 mm/m
more than 4mm/m
less than 2 mm/m
more than 2 mm/m

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Railway Engineering
Consider the following surveys. 1. Reconnaissance survey 2. Preliminary survey 3. Traffic survey 4. Location survey The correct sequence in which these surveys are conducted before the alignment of a track is finalised is

1,3,4,2
3,1,4,2
1,3,2,4
3,1,2,4

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