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Railway Engineering

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

50 mm
75 mm
40 mm
100 mm

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Railway Engineering
The cross-sectional area of 52 kg flat footed rail is

7235 mm²
6615 mm²
7825 mm²
6155 mm²

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

angular break
transverse fissures
split head
crushed head

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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)

7.768 cm
-0.168 cm
7.432 cm
0.168 cm

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Railway Engineering
The slipping of driving wheels of locomotives on the rail surface causes

corrugation of rails
scabbing of rails
wheel burns
hogging of rails

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

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