Railway Engineering The limiting value of cant gradient for all gauges is 1 in 1200 1 in 720 1 in 360 1 in 1000 1 in 1200 1 in 720 1 in 360 1 in 1000 ANSWER DOWNLOAD EXAMIANS APP
Railway Engineering Lead of crossing is the distance from the toe of the switch to the theoretical 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 actual nose of crossing toe of the switch to the theoretical 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 actual nose of crossing ANSWER DOWNLOAD EXAMIANS APP
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 15.0 tonnes 22.5 tonnes 45.0 tonnes 90.0 tonnes 15.0 tonnes 22.5 tonnes 45.0 tonnes ANSWER DOWNLOAD EXAMIANS APP
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 Roaring rails Corrugated rails Hogged rails Buckled rails Roaring rails Corrugated rails Hogged rails Buckled rails ANSWER DOWNLOAD EXAMIANS APP
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 1 and 4 are correct 3 and 4 are correct 2 and 3 are correct 1 and 2 are correct 1 and 4 are correct 3 and 4 are correct 2 and 3 are correct ANSWER DOWNLOAD EXAMIANS APP
Railway Engineering The cross-sectional area of 52 kg flat footed rail is 7235 mm² 7825 mm² 6615 mm² 6155 mm² 7235 mm² 7825 mm² 6615 mm² 6155 mm² ANSWER DOWNLOAD EXAMIANS APP
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