Railway Engineering Number of keys used in CST-9 sleeper is 4 None of these 2 3 4 None of these 2 3 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 7.432 cm -0.168 cm 7.768 cm 0.168 cm 7.432 cm -0.168 cm 7.768 cm ANSWER DOWNLOAD EXAMIANS APP
Railway Engineering Switch angle depends oni) heel divergenceii) length of tongue railiii) flangeway clearanceiv) throw of switch The correct answer is (i)and(iv) (iii) and (iv) (i) and (ii) (ii) and (iii) (i)and(iv) (iii) and (iv) (i) and (ii) (ii) and (iii) ANSWER DOWNLOAD EXAMIANS APP
Railway Engineering The formation width for a railway track depends on thei) type of gaugeii) number of tracks to be laid side by sideiii) slope of sides of embankment or cuttingThe correct answer is (i), (ii) and (iii) both (i) and (ii) only (i) both (i) and (iii) (i), (ii) and (iii) both (i) and (ii) only (i) both (i) and (iii) ANSWER DOWNLOAD EXAMIANS APP
Railway Engineering The correct relation between curve lead (CL), switch lead (SL) and lead of cros¬sing (L) is given by L =CL-SL L = (CL+SL)/2 SL = L + CL CL = L – SL L =CL-SL L = (CL+SL)/2 SL = L + CL CL = L – SL ANSWER DOWNLOAD EXAMIANS APP
Railway Engineering Gauge is the distance between None of these outer faces of rails center to center of rails running faces of rails None of these outer faces of rails center to center of rails running faces of rails ANSWER DOWNLOAD EXAMIANS APP
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