Railway Engineering The desirable rate of change of cant deficiency in case of Metre Gauge is 20 mm/sec 65 mm/sec 35 mm/sec 55 mm/sec 20 mm/sec 65 mm/sec 35 mm/sec 55 mm/sec ANSWER DOWNLOAD EXAMIANS APP
Railway Engineering Flange-way clearance is the distance None of these Between the adjoining faces of the running rail and the check rail near the crossing Through which the tongue rail moves laterally at the toe of the switch Between the gauge faces of the stock rail and the tongue rail None of these Between the adjoining faces of the running rail and the check rail near the crossing Through which the tongue rail moves laterally at the toe of the switch Between the gauge faces of the stock rail and the tongue rail ANSWER DOWNLOAD EXAMIANS APP
Railway Engineering Creep is the Difference in level of two rails Lateral movement of rail Longitudinal movement of rail Vertical movement of rail Difference in level of two rails Lateral movement of rail Longitudinal movement of rail Vertical movement of rail ANSWER DOWNLOAD EXAMIANS APP
Railway Engineering The load on each axle of a locomotive is 22 tonnes. If the coefficient of friction is 0.2, then the hauling capacity due to 3 pairs of driving wheels will be 26.41 13.21 6.61 19.81 26.41 13.21 6.61 19.81 ANSWER DOWNLOAD EXAMIANS APP
Railway Engineering Wear of rails is maximum in weight of tunnels sharp curve coastal area tangent track tunnels sharp curve coastal area tangent track ANSWER DOWNLOAD EXAMIANS APP
Railway Engineering Lead of crossing is the distance from the heel of the switch to the theoretical nose of the crossing toe of the switch to the theoretical nose of crossing toe of the switch to the actual nose of crossing heel of the switch to the toe of the switch heel of the switch to the theoretical nose of the crossing toe of the switch to the theoretical nose of crossing toe of the switch to the actual nose of crossing heel of the switch to the toe of the switch ANSWER DOWNLOAD EXAMIANS APP
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