Railway Engineering The rail is designated by its length weight per unit length weight cross-section length weight per unit length weight cross-section ANSWER DOWNLOAD EXAMIANS APP
Railway Engineering If ‘A’ is the angle formed by two gauge faces, the crossing number will be tan A Arad cot A sec A tan A Arad cot A sec A ANSWER DOWNLOAD EXAMIANS APP
Railway Engineering The desirable rate of change of cant deficiency in case of Metre Gauge is 65 mm/sec 55 mm/sec 35 mm/sec 20 mm/sec 65 mm/sec 55 mm/sec 35 mm/sec 20 mm/sec ANSWER DOWNLOAD EXAMIANS APP
Railway Engineering Flat mild steel bearing plates are used On all the above For points and crossings in the lead portion With wooden sleepers at locations where creep is likely to be developed On all joints and curves On all the above For points and crossings in the lead portion With wooden sleepers at locations where creep is likely to be developed On all joints and curves ANSWER DOWNLOAD EXAMIANS APP
Railway Engineering The side slope of embankments for a railway track is generally taken as 1:2 1:1 1.5:1 2:1 1:2 1:1 1.5:1 2:1 ANSWER DOWNLOAD EXAMIANS APP
Railway Engineering Gauge is the distance between outer faces of rails center to center of rails None of these running faces of rails outer faces of rails center to center of rails None of these running faces of rails ANSWER DOWNLOAD EXAMIANS APP
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