Railway Engineering Normally the limiting value of cant is (where G is the gauge.) G/12 G/8 G/15 G/10 G/12 G/8 G/15 G/10 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)/2 L =CL-SL CL = L – SL SL = L + CL L = (CL+SL)/2 L =CL-SL CL = L – SL SL = L + CL ANSWER DOWNLOAD EXAMIANS APP
Railway Engineering Head width of 52 kg rail section is 72.33 mm 66.7 mm 67 mm 61.9 mm 72.33 mm 66.7 mm 67 mm 61.9 mm ANSWER DOWNLOAD EXAMIANS APP
Railway Engineering The nominal size of ballast used for points and crossings is 10 mm 40 mm 50 mm 25 mm 10 mm 40 mm 50 mm 25 mm ANSWER DOWNLOAD EXAMIANS APP
Railway Engineering Dog spikes are used for fixing rail to the steel trough sleepers concrete sleepers CST-9 sleepers wooden sleepers steel trough sleepers concrete sleepers CST-9 sleepers wooden sleepers 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
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