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Railway Engineering

Railway Engineering
Pandrol clips cannot be used with

wooden sleepers
concrete sleepers
CST-9 sleepers
steel trough sleepers

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Railway Engineering
For a 8° curve track diverging from a main curve of 5° in an opposite direction in the layout of a broad gauge yard, the cant to be provided for the branch track for maximum speed of 45 km/h on the main line and ‘G’ = 1.676 m is (Permitted cant deficiency for the main line = 7.6 cm)

-0.168 cm
7.432 cm
0.168 cm
7.768 cm

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Railway Engineering
A Broad Gauge branch line takes off as a contrary flexure from a main line If the superelevation required for branch line is 10 mm and cant deficiency is 75 mm, the superelevation to be actually provided on the branch line will be

85 mm
10 mm
15 mm
65 mm

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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

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

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Railway Engineering
Staggered joints are generally provided

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

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Railway Engineering
The limiting value of cant excess for Broad Gauge is

l00 mm
75 mm
55 mm
65 mm

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