Railway Engineering The desirable rate of change of cant deficiency in case of Metre Gauge is 55 mm/sec 20 mm/sec 65 mm/sec 35 mm/sec 55 mm/sec 20 mm/sec 65 mm/sec 35 mm/sec 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) 7.768 cm -0.168 cm 7.432 cm 0.168 cm 7.768 cm -0.168 cm 7.432 cm 0.168 cm 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) 7.432 cm 0.168 cm 7.768 cm -0.168 cm 7.432 cm 0.168 cm 7.768 cm -0.168 cm ANSWER DOWNLOAD EXAMIANS APP
Railway Engineering The sleepers resting directly on girder are fastened to the top flange of girder by fang bolts rail screws dog spikes hook bolts fang bolts rail screws dog spikes hook bolts ANSWER DOWNLOAD EXAMIANS APP
Railway Engineering To ensure exact gauge, the gauge tie plates are provided at nose of crossing None of these both (A) and (B) toe of the switch nose of crossing None of these both (A) and (B) toe of the switch ANSWER DOWNLOAD EXAMIANS APP
Railway Engineering The side slope of embankments for a railway track is generally taken as 1:2 1.5:1 1:1 2:1 1:2 1.5:1 1:1 2:1 ANSWER DOWNLOAD EXAMIANS APP
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