Exam 3: Railway Track Design and Maintenance
Exam 1: Railway Track and Railways Components50 Questions
Exam 2: Railway Track Components and Measurements50 Questions
Exam 3: Railway Track Design and Maintenance50 Questions
Exam 4: Railway Track Design and Construction50 Questions
Exam 5: Railway Track and Infrastructure Maintenance77 Questions
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Tensile strength of steel used in rails should not be less than
(Multiple Choice)
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If D is distance between centres of two parallel track of gauge G, then, total length of cross-over (from the point of commencement to the point of termination) with an intermediate straight portion and N crossing, is given by
(Multiple Choice)
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A train is hauled by 2-8-2 locomotive with 22.5 tonnes and on each driving axle. Assuming the coefficient of rail-wheel friction to be 0.25, what would be the hauling capacity of the locomotive?
(Multiple Choice)
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The total gap on both sides between the inside edges of wheel flanges and gauge faces of the rail is kept as
(Multiple Choice)
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Heel divergency, the distance between the running faces of stock rail and gauge face of tongue rail, as recommended for Indian B.G. tracks, is
(Multiple Choice)
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On B.G. tracks the distance of outer signal from station limit is kept
(Multiple Choice)
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If 'A' is the angle formed by two gauge faces, the crossing number will be
(Multiple Choice)
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To achieve best performance, the type of switch preferred to, is
(Multiple Choice)
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A Broad Gauge branch line takes off as a contrary flexure from a main line. If the superelevation required for branch line is 10 mm and cant deficiency is 75 mm, the super-elevation to be actually provided on the branch line will be
(Multiple Choice)
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To prevent creep in rails, the steel sleepers are fixed with rails by clips, bolts and
(Multiple Choice)
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In a scissors crossover, the crossings provided are
(i. 2 obtuse angle crossings
(ii. 4 obtuse angle crossings
(iii) 4 acute angle crossings
(iv. 6 acute angle crossings
The correct answer is
(Multiple Choice)
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The side slope of embankments for a railway track is generally taken as
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Distance between the inner rail and check rail provided on sharp curve, is
(Multiple Choice)
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