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Railway Engineering

Railway Engineering
Wear of rails is maximum in weight of

tunnels
sharp curve
tangent track
coastal area

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

850 MPa
450 MPa
700 MPa
500 MPa

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Railway Engineering
The limiting value of cant gradient for all gauges is

1 in 720
1 in 1200
1 in 360
1 in 1000

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Railway Engineering
The correct relation between curve lead (CL), switch lead (SL) and lead of cros¬sing (L) is given by

L = (CL+SL)/2
CL = L – SL
SL = L + CL
L =CL-SL

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Railway Engineering
Number of keys used in CST-9 sleeper is

3
None of these
2
4

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Railway Engineering
Anti creep bearing plates are provided on

bridges and approaches
None of these
both (A) and (B)
joints

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