Railway Engineering Flat mild steel bearing plates are used On all the above On all joints and curves With wooden sleepers at locations where creep is likely to be developed For points and crossings in the lead portion On all the above On all joints and curves With wooden sleepers at locations where creep is likely to be developed For points and crossings in the lead portion ANSWER DOWNLOAD EXAMIANS APP
Railway Engineering For a 8° curve track diverging from a main curve of 5° in an opposite direction in the layout of a broad gauge yard, the cant to be provided for the branch track for maximum speed of 45 km/h on the main line and ‘G’ = 1.676 m is (Permitted cant deficiency for the main line = 7.6 cm) -0.168 cm 7.768 cm 7.432 cm 0.168 cm -0.168 cm 7.768 cm 7.432 cm 0.168 cm ANSWER DOWNLOAD EXAMIANS APP
Railway Engineering The desirable rate of change of cant deficiency in case of Metre Gauge is 55 mm/sec 35 mm/sec 65 mm/sec 20 mm/sec 55 mm/sec 35 mm/sec 65 mm/sec 20 mm/sec ANSWER DOWNLOAD EXAMIANS APP
Railway Engineering Cant deficiency occurs when a vehicle travels around a curve at Booked speed Equilibrium speed Speeds lower than equilibrium speed Speeds higher than equilibrium speed Booked speed Equilibrium speed Speeds lower than equilibrium speed Speeds higher than equilibrium speed ANSWER DOWNLOAD EXAMIANS APP
Railway Engineering The reception signal is i) outer signal ii) home signal iii) starter iv) advanced starter The correct answer is (ii) and (iii) (i)and(iv) (i) and (ii) (iii) and (iv) (ii) and (iii) (i)and(iv) (i) and (ii) (iii) and (iv) ANSWER DOWNLOAD EXAMIANS APP
Railway Engineering The nominal size of ballast used for points and crossings is 40 mm 10 mm 25 mm 50 mm 40 mm 10 mm 25 mm 50 mm ANSWER DOWNLOAD EXAMIANS APP
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