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This section includes 177 Mcqs, each offering curated multiple-choice questions to sharpen your Civil Engineering knowledge and support exam preparation. Choose a topic below to get started.
51. |
A scissors cross-over consists of |
A. | two pairs of points, four acute angle crossings and two obtuse angle crossings |
B. | four pairs of points, four acute angle crossings and four obtuse angle crossings |
C. | four pairs of points, six acute angle crossings and two obtuse angle crossings |
D. | two pairs of points, six acute angle crossings and four obtuse angle crossings |
Answer» D. two pairs of points, six acute angle crossings and four obtuse angle crossings | |
52. |
Sand may be used as ballast for |
A. | wooden sleepers |
B. | steel sleepers |
C. | cast iron sleepers |
D. | all the above |
Answer» D. all the above | |
53. |
What will be the curve lead for a 1 in 8.5 turnout taking off from a straight broad gauge track? |
A. | 28.49 m |
B. | 21.04 m |
C. | 14.24 m |
D. | 7.45 m |
Answer» B. 21.04 m | |
54. |
The first Indian railway was laid in |
A. | 1775 |
B. | 1804 |
C. | 1825 |
D. | 1853 |
Answer» E. | |
55. |
Yellow light-hand signal indicates |
A. | stop |
B. | proceed |
C. | proceed cautiously |
D. | none of the above |
Answer» D. none of the above | |
56. |
For calculating the length of curve lead (C.L.), the correct formula is |
A. | c.l. = g. /2 |
B. | c.l. = ig) |
C. | c.l. = 2 gn |
D. | all the above |
Answer» E. | |
57. |
Minimum length of a transition curve required for |
A. | 2° curves for a maximum permissible speed of 135 km/hr, is 220 metres |
B. | 4° curves for a maximum permissible speed of 95 km/hr, is 220 metres |
C. | 6° curves for a maximum permissible speed of 80 km/hr, is 220 metres |
D. | all the above |
Answer» E. | |
58. |
Width of ballast section for Broad Gauge is |
A. | 1.83 m |
B. | 2.25 m |
C. | 3.35 m |
D. | 4.30 m |
Answer» D. 4.30 m | |
59. |
For points and crossings, maximum size of ballast, is |
A. | 50 mm |
B. | 40 mm |
C. | 30 mm |
D. | 25 mm |
Answer» E. | |
60. |
If the standard length of a crossing is 480 cm, the number of crossing is |
A. | 1 in 8½ of b.g. |
B. | 1 in 8½ of m.g. |
C. | both (a) and (b) |
D. | none of these |
Answer» D. none of these | |
61. |
A welded rail joint is generally |
A. | supported on a sleeper |
B. | supported on a metal plate |
C. | suspended |
D. | none of these |
Answer» D. none of these | |
62. |
60 R rails are mostly used in |
A. | broad gauge |
B. | metre gauge |
C. | narrow gauge |
D. | none of the above |
Answer» C. narrow gauge | |
63. |
Smith diamond is provided if the angle of diamond is less than |
A. | 2° |
B. | 4° |
C. | 6° |
D. | 8° |
Answer» D. 8° | |
64. |
According to Indian Railway Board, no diamond crossing should be flatter than |
A. | 1 in 6 |
B. | 1 in 8½ |
C. | 1 in 12 |
D. | 1 in 16 |
Answer» C. 1 in 12 | |
65. |
Track construction involves preparation of |
A. | sub-grade |
B. | plate laying |
C. | ballasting |
D. | all the above |
Answer» E. | |
66. |
The spike commonly used to fix rails to wooden sleepers in Indian railways, is |
A. | dog spike |
B. | screw spike |
C. | round spike |
D. | all the above |
Answer» E. | |
67. |
The main function of sleepers, is |
A. | to support rails |
B. | to hold rails at correct gauge |
C. | to distribute load from the rails to ballast |
D. | all the above |
Answer» E. | |
68. |
By interchanging gibs and cotters of a pot sleeper, gauge may be slackened by |
A. | 1.2 mm |
B. | 2.2 mm |
C. | 3.2 mm |
D. | 4.2 mm |
Answer» D. 4.2 mm | |
69. |
The limiting value of cant gradient for all gauges is |
A. | 1 in 360 |
B. | 1 in 720 |
C. | 1 in 1000 |
D. | 1 in 1200 |
Answer» C. 1 in 1000 | |
70. |
Standard size of wooden sleeper for Broad Gauge track is |
A. | 275 × 25 × 13 cm |
B. | 180 × 20 × 11.5 cm |
C. | 225 × 23 × 13 cm |
D. | 250 × 26 × 12 cm |
Answer» B. 180 × 20 × 11.5 cm | |
71. |
An extra 7.5 cm ballast width is not provided on outer side on a curve, if its degree is |
A. | 6° |
B. | 5° |
C. | 4° |
D. | 3° |
Answer» E. | |
72. |
The rail section which is not used on Indian metre gauge tracks, is |
A. | 25 r |
B. | 30 r |
C. | 35 r |
D. | 40 r |
Answer» E. | |
73. |
The standard dimensions of a wooden sleeper for a B.G. railway track are |
A. | 2.74 m × 25 cm × 13 cm |
B. | 1.83 m × 20 cm × 11 cm |
C. | 1.52 m × 15 cm × 10 cm |
D. | 1.75 cm × 20 cm × 12 cm |
Answer» B. 1.83 m × 20 cm × 11 cm | |
74. |
Pot sleepers are used if degree of the curve does not exceed |
A. | 4° |
B. | 5° |
C. | 6° |
D. | 7° |
Answer» B. 5° | |
75. |
If D is distance between centres of two parallel tracks of gauge G with entire curved leads and equal angles of crossing, total length of crossover, is |
A. | d (4r - 2g - d)] |
B. | d (3r - 2g -d)] |
C. | d (3r + 2g - d)] |
D. | d (4 + 2g - d)] |
Answer» B. d (3r - 2g -d)] | |
76. |
If L is length of a rail and R is the radius of a curve, the versine h for the curve, is |
A. | a = l/4r |
B. | a = l²/4r |
C. | h = l²/8r |
D. | h = l²/16r |
Answer» D. h = l²/16r | |
77. |
A triangle of railway consists of |
A. | three turn outs |
B. | one turn out and two diamonds |
C. | two turn outs and one split |
D. | one turn out, one split and one diamond |
Answer» D. one turn out, one split and one diamond | |
78. |
If D distance between the noses of crossing measured parallel to the main track, is |
A. | d |
B. | d |
C. | d |
D. | d |
Answer» C. d | |
79. |
Metal sleepers are superior to wooden sleepers with respect to |
A. | cost |
B. | life |
C. | track circuiting |
D. | fastening |
Answer» C. track circuiting | |
80. |
Top surface of steel sleepers, is |
A. | kept level throughout |
B. | provided a cant of 1 in 20 inward |
C. | provided a cant of 1 in 20 outward |
D. | none of these |
Answer» C. provided a cant of 1 in 20 outward | |
81. |
Maximum value of 'throw of switch' for Broad Gauge track is |
A. | 89 mm |
B. | 95 mm |
C. | 100 mm |
D. | 115 mm |
Answer» E. | |
82. |
Regional Indian railways use different types of sleepers according to their |
A. | availability |
B. | economy |
C. | suitability |
D. | all the above |
Answer» E. | |
83. |
If G is gauge distance and a is crossing, the distance between the nose of acute crossing and nose of obtuse crossing of a rail diamond, measured along the rail not forming the diamond, is |
A. | g |
B. | g |
C. | g |
D. | g |
Answer» B. g | |
84. |
Composite sleeper index determines |
A. | number of sleepers per rail length |
B. | suitability of wooden sleepers |
C. | permissible stresses in steel sleepers |
D. | none of these |
Answer» C. permissible stresses in steel sleepers | |
85. |
Anti-creep anchors are fixed to rails by |
A. | wedging |
B. | spring grip |
C. | clamping |
D. | all the above |
Answer» E. | |
86. |
The life of a wooden sleeper depends upon |
A. | quality of its timber |
B. | ability to resist decay |
C. | resistance to weathering |
D. | all the above |
Answer» E. | |
87. |
The height of the rail for 52 kg rail section is |
A. | 143 mm |
B. | 156 mm |
C. | 172 mm |
D. | 129 mm |
Answer» C. 172 mm | |
88. |
52 kg rails are mostly used in |
A. | broad gauge |
B. | metre gauge |
C. | narrow gauge |
D. | both (a) and (b) |
Answer» B. metre gauge | |
89. |
To prevent creep in rails, the steel sleepers are fixed with rails by clips, bolts and |
A. | one key |
B. | two keys |
C. | three keys |
D. | four keys |
Answer» E. | |
90. |
Overall depth of a dog spike, is |
A. | 120.6 mm |
B. | 155.90 mm |
C. | 135 mm |
D. | 150 mm |
Answer» B. 155.90 mm | |
91. |
The load on each axle of a locomotive is 22 tonnes. If the coefficient of friction is 0.2, then the hauling capacity due to 3 pairs of driving wheels will be |
A. | 26.41 |
B. | 19.81 |
C. | 13.21 |
D. | 6.61 |
Answer» D. 6.61 | |
92. |
Distance between the inner rail and check rail provided on sharp curve, is |
A. | 40 mm |
B. | 42 mm |
C. | 44 mm |
D. | 46 mm |
Answer» D. 46 mm | |
93. |
Spacing of sleepers |
A. | throughout the length of a rail is kept uniform |
B. | near rail joints, is kept closer |
C. | at the middle of rails, is kept closer |
D. | none of these |
Answer» D. none of these | |
94. |
If absolute levels of rails at the consecutive axles A, B, and C separated by 1.8 metres are 100.505 m, 100.530 m, and 100.525 m respectively, the unevenness of rails, is |
A. | 0.065 m |
B. | 0.055 m |
C. | 0.045 m |
D. | 0.035 m |
Answer» B. 0.055 m | |
95. |
The angle between the gauge faces of the stock rail and tongue rail, is called |
A. | switch angle |
B. | angle of crossing |
C. | angle of turnout |
D. | none of these |
Answer» B. angle of crossing | |
96. |
In Indian railways, plate laying is usually done by |
A. | side method |
B. | telescopic method |
C. | american method |
D. | all the above |
Answer» C. american method | |
97. |
The rail section which is not used on Indian Broad Gauge tracks, is |
A. | 35 r |
B. | 40 r |
C. | 45 r |
D. | 55 r |
Answer» C. 45 r | |
98. |
In permanent way, ballast |
A. | transfers load from sleepers to the formation |
B. | provides an elastic bed to the track |
C. | provides a drainage of track |
D. | all the above |
Answer» E. | |
99. |
The spread between the point and splice rails at a distance of 4.25 m is 50 cm. The size of the crossing is |
A. | 1 in 6 |
B. | 1 in 8½ |
C. | 1 in 12 |
D. | 1 in 16 |
Answer» C. 1 in 12 | |
100. |
Check rails are provided on inner side of inner rails if sharpness of a B.G. curve, is more than |
A. | 3° |
B. | 5° |
C. | 6° |
D. | 8° |
Answer» E. | |