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This set of Railway Bridge and Tunnel Engineering Multiple Choice Questions & Answers (MCQs) focuses on Railway Bridge And Tunnel Engineering Set 4
Q1 | If L1 and L2 are actual and theoretical lengths of a tongue rail, d is heel divergence and tis thickness
- sin 1 (d - t/
- tan 1 (d - t/
- tan 1 (d - t/
Q2 | If a is average number of peaks more than 10 mm of unevenness per kilometre, b is average number peaks more than 6 mm for gauge variation per kilometre and c is average number of peaks more than 2 mm twist per metre, then composite current recording index (Ic), as recommended by Indian Northern Railways, is
- Ic = 10 - a - b - c/4
- Ic = 20 - a - b - c/4
- Ic = 30 - a - b - c/4
- Ic = 40 - a - b - c/4
Q3 | Minimum depth of ballast cushion for a Broad Gauge wooden sleeper of size 275 × 25 ×13 cm with 75 cm sleeper spacing is
- 15 cm
- 20 cm
- 25 cm
- 30 cm
Q4 | On a straight railway track, absolute levels at point A on two rails are 100.550 m and 100.530 m and the absolute levels at point B 100 m apart are 100.585 m and 100.515 m respectively, the value of twist of rails per metre run, is
- 0.4 mm
- 0.5 mm
- 0.7 mm
- 0.8 mm
Q5 | The sleepers resting directly on girder are fastened to the top flange of girder by
- Hook bolts
- Dog spikes
- Fang bolts
- Rail screws
Q6 | The sleepers which satisfy the requirements of an ideal sleeper, are
- Cast iron sleepers
- R.C.C. sleepers
- Steel sleepers
- Wooden sleepers
Q7 | The side of a rail diamond may be obtained by dividing the gauge of track by
- Sine of acute crossing
- Cosine of acute crossing
- Tangent of acute crossing
- Cotangent of acute crossing
Q8 | The standard length of rail for Broad Gauge and Meter Gauge are respectively
- 12 m and 12 m
- 12 m and 13 m
- 13 m and 12 m
- 13 m and 13 m
Q9 | Coning of wheels is provided
- To check lateral movement of wheels
- To avoid damage to inner faces of rails
- To avoid discomfort to passengers
- All the above
Q10 | On Indian Railways, angle of crossing between gauge faces of Vee, is generallycalculated by
- Cole's method
- Centre line method
- Isosceles triangle method
- Both (a) and (b)
Q11 | Which of the following factors govern the choice of the gauge?(i) Volume and nature of traffic(ii) Speed of train(iii) Physical features of the countryThe correct answer is
- Only (i)
- Both (i) and (ii)
- Both (ii) and (iii)
- (i), (ii) and (iii)
Q12 | Ballast packed below and around the sleepers to transfer the load from sleepers to formation, generally consists of
- Broken stones
- Gravels
- Moorum
- All the above
Q13 | On Indian Railways, the approximate weight of a rail section is determined from theformula
- Weight of the rail/axial load of locomotive = 1/10
- Weight of the rail/axial load of locomotive = 1/410
- Weight of the rail/axial load of locomotive = 1/510
- Weight of the rail/axial load of locomotive = 1/610
Q14 | The maximum degree of curvature for Meter Gauge is limited to
- 10°
- 16°
- 30°
- 40°
Q15 | The grade compensation on B.G. tracks on Indian Railways, is
- 0.02%
- 0.03%
- 0.04%
- 0.05%
Q16 | The factor for deciding the type of sleeper, is
- Easy fixing and removal of rails
- Provision of sufficient bearing area for rails
- Initial and maintenance costs
- All the above
Q17 | Number of keys used in CST-9 sleeper is
- 2
- 3
- 4
- None of the above
Q18 | Wheels of a rolling stock are provided flanges on
- Outer side
- Inner side
- Both sides
- Neither side
Q19 | For inspection and packing of ballast, each pot sleeper is provided with
- One hole
- Two holes
- Three holes
- Four holes
Q20 | The compensation for curvature on gradient for Meter Gauge is given by
- 70/R
- 52.5/R
- 35/R
- 105/RR
Q21 | To design a cross-over between parallel tracks, the required components are:
- Two switch points, two acute angle crossings and two check rails
- Two switch points, two acute angle crossings and four check rails
- Two switch points, two acute angle crossings and six check rails
- None of these
Q22 | The standard width of ballast for M.G. track in Indian Railways, is kept
- 3.35 m
- 3.53 m
- 2.30 m
- 2.50 m
Q23 | The correct relation between curve lead (CL), switch lead (SL) and lead of crossing (L) is given by
- CL = L - SL
- L =CL - SL
- SL = L + CL
- L = (CL + SL)/2
Q24 | Pot sleepers are in the form of
- A number of bowls connected together with a tie bar
- Two bowls placed under each rail and connected together with a tie bar
- Two bowls placed under two rails and the one between the rails
- None of these
Q25 | Bending of rail ends due to loose packing under a joint and loose fish Bolts, is known
- Buckling
- Hogging
- Creeping
- None of these