Railway Engineering Part 2

Railway Engineering Part 2

Railway Engineering Part 2

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Attempt Free Railway Engineering Part 2 Here. Read The Important Civil MCQ From Below.

Q1. The spike used for fixing chairs of bull headed rail to wooden sleepers is
A. Dog spike
B. Round spike
C. Elastic spike
D. Rail spike

Answer : B

Q2. Normally maximum cant permissible on M.G. is
A. 60 mm
B. 75 min
C. 90 mm
D. 140 mm

Answer : C

Q3. Disc signals are provided for
A. Passenger trains
B. Goods trains
C. Marshalling operations
D. Shunting operations

Answer : D

Railway Engineering Part 2

Q4. The head of a gang in maintenance organisation of railways is called
A. A.P.W.I.
B. Ganger
C. P.W.I.
D. Keyman

Answer : B

Q5. In India, the ratio between the weight of the rail and the locomotive axle load is
A. 310
B. 410
C. 510
D. 610

Answer : C

Q6. Top of rails of a track are placed at an inward slope of
A. 1 in 10
B. 1 in 15
C. 1 in 20
D. 1 in 30

Answer : C

Q7. Staggered joints are generally provided
A. On curves
B. On straight tracks
C. To join two rail sections
D. None of these

Answer : A

Railway Engineering Part 2

Q8. Standard size of wooden sleepers for M.G. track is
A. 274 x 25 x 13 cm
B. 183 x 20 x 11 cm
C. 152 x 15 x 10 cm
D. 250 x 20 x 12 cm

Answer : B

Q9. Dog spikes are used for fixing rail to the
A. Wooden sleepers
B. Concrete sleepers
C. CST-9 sleepers
D. Steel sleepers

Answer : A

Q10. The shape of transition curve used by Indian railway is
A. Spiral
B. Sine curve
C. Cubic parabola
D. Lemniscate

Answer : C

Q11. As compared to roadways maintenance cost of railways is
A. Same
B. More
C. Less
D. Depends on region

Answer : C

Q12. The minimum height of embankment above the highest flood mark in the area should be
A. 30 cm
B. 60 cm
C. Zero cm
D. 100 cm

Answer : B

Railway Engineering Part 2

Q13. Maximum wheel base distance provided on Indian B.G. tracks is
A. 4.096 m
B. 6.096 m
C. 7.096 m
D. 9.096m

Answer : B

Q14. Creep is the
A. Longitudinal movement of rail
B. Lateral movement of rail
C. Vertical movement of rail
D. None of these

Answer : A

Q15. The misalignment of rails due to temperature changes is known as
A. Hogging
B. Creeping
C. Buckling
D. Bulging

Answer : C

Railway Engineering Part 2