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 heel of the switch to the toe of the switch toe of the switch to the actual nose of crossing heel of the switch to the theoretical nose of the crossing toe of the switch to the theoretical nose of crossing heel of the switch to the toe of the switch toe of the switch to the actual nose of crossing ANSWER DOWNLOAD EXAMIANS APP
Railway Engineering The compensation for curvature on gradient for Meter Gauge is given by (where R is radius of curve.) 70/R 35/R 105/R 52.5/R 70/R 35/R 105/R 52.5/R ANSWER DOWNLOAD EXAMIANS APP
Railway Engineering Which of the following types of sleepers is preferred on joints ? concrete sleeper wooden sleeper steel trough sleeper CST-9 sleeper concrete sleeper wooden sleeper steel trough sleeper CST-9 sleeper ANSWER DOWNLOAD EXAMIANS APP
Railway Engineering Head width of 52 kg rail section is 66.7 mm 61.9 mm 67 mm 72.33 mm 66.7 mm 61.9 mm 67 mm 72.33 mm ANSWER DOWNLOAD EXAMIANS APP
Railway Engineering Normally the limiting value of cant is (where G is the gauge.) G/15 G/12 G/10 G/8 G/15 G/12 G/10 G/8 ANSWER DOWNLOAD EXAMIANS APP
Railway Engineering The desirable rate of change of cant deficiency in case of Metre Gauge is 55 mm/sec 65 mm/sec 20 mm/sec 35 mm/sec 55 mm/sec 65 mm/sec 20 mm/sec 35 mm/sec ANSWER DOWNLOAD EXAMIANS APP
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