Railway Engineering The cross-sectional area of 52 kg flat footed rail is 6615 mm² 6155 mm² 7825 mm² 7235 mm² 6615 mm² 6155 mm² 7825 mm² 7235 mm² ANSWER DOWNLOAD EXAMIANS APP
Railway Engineering The limiting value of cant deficiency for Meter Gauge routes is 100 mm 50 mm 75 mm 40 mm 100 mm 50 mm 75 mm 40 mm 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 Hogged rails Buckled rails Roaring rails Corrugated rails Hogged rails Buckled rails Roaring rails Corrugated rails 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 35 mm/sec 20 mm/sec 55 mm/sec 65 mm/sec 35 mm/sec 20 mm/sec ANSWER DOWNLOAD EXAMIANS APP
Railway Engineering The sleepers resting directly on girder are fastened to the top flange of girder by hook bolts rail screws fang bolts dog spikes hook bolts rail screws fang bolts dog spikes ANSWER DOWNLOAD EXAMIANS APP
Railway Engineering Largest percentage of material in the rail is in its web foot head head and foot both web foot head head and foot both ANSWER DOWNLOAD EXAMIANS APP
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