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Railway Engineering

Railway Engineering
Tensile strength of steel used in rails should not be less than

450 MPa
850 MPa
700 MPa
500 MPa

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

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

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Railway Engineering
Metal sleepers are superior to wooden sleepers with respect to

fastening
cost
track circuiting
life

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Railway Engineering
Gauge is the distance between

outer faces of rails
running faces of rails
None of these
center to center of rails

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Railway Engineering
Due to battering action of wheels over the end of the rails, the rails get bent down and are deflected at ends. These rails are called

Hogged rails
Buckled rails
Corrugated rails
Roaring rails

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Railway Engineering
Which of the following devices is used to transfer the wagons or locomotives to and from parallel tracks without any necessity of shunting ?

scotch block
triangle
traverser
turntable

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