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Railway Engineering

Railway Engineering
The total gap on both sides between the inside edges of wheel flanges and gauge faces of the rail is kept as

16 mm
13 mm
19 mm
10 mm

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Railway Engineering
Which of the following factors govern the choice of the gauge ? i) volume and nature of traffic ii) speed of train iii) physical features of the country The correct answer is

both (ii) and (iii)
(i), (ii) and (iii)
only (i)
both (i) and (ii)

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Railway Engineering
A train is hauled by 2-8-2 locomotive with 22.5 tonnes and on each driving axle. Assuming the coefficient of rail-wheel friction to be 0.25, what would be the hauling capacity of the locomotive?

90.0 tonnes
22.5 tonnes
45.0 tonnes
15.0 tonnes

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Railway Engineering
When the rail ends rest on a joint sleeper, the joint is termed as

suspended rail joint
supported rail joint
bridge joint
base joint

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

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

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Railway Engineering
Consider the following statements about concrete sleepers.
1. They improve the track modulus.
2. They have good scrap value.
3. They render transportation easy.
4. They maintain the gauge quite satisfactorily of these statements

1 and 2 are correct
2 and 3 are correct
1 and 4 are correct
3 and 4 are correct

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