51. For seismic consideration of bridge design, _________ code is to be used for knowing seismic zone of bridge site in India.
- I.S. : 456 – 2000
- I.S. : 1893 (Part 1) – 2002
- I.S. : 12269 – 2013
- I.S. : 875 – (Part 3) – 1987
52. Impact factor for R.C. bridges for class ‘A’ or class ‘B’ loading is ________, where, L = length of span in meter:
- (6)/(4.5L)
- (4.5)/(6+L)
- (9)/(13.5+L)
- (13.5)/(9+L)
53. The advantages of providing bearings in bridge is/are
- To absorb movement of girder
- To spread the load from the superstructure in such a manner that the bearing stress induced on the material is within the permissible limits.
- To take up vertical movement due sinking of supports
- i and ii
- Only ii
- i, ii and iii
- i and iii
54. Skew of bridge is the angle between
- centreline of water course/road and centreline of track
- centreline of water course and centreline of pier
- centreline of water course/road and normal centreline of track
- centreline of abutment to centreline of pier
55. Expansion bearing in bridge super structure permits
- Only rotation
- Only translation
- No movement
- Rotation and translation
56. A submersible bridge is designed
- to be moved to pass the ship
- to be temporary bridge
- to be submerged during high flood
- to create a storage upstream
57. The main forces in a suspension bridge of any type are _________ in the cables and _______ in the pillars.
- Tension, Compression
- Tension, Pull
- Compression, Tension
- Torsion, Compression
58. The most common countermeasure used to prevent scour at bridge abutments is
- Cut water
- Sand bags
- Turf
- Rip rap
59. For a bridge with large spans requiring deep foundations, the suitable type of foundation for piers is
- Well foundation
- Open foundation
- Grillage foundation
- Block foundation
60. Extradosed bridges combine the characteristics of
- Suspension bridge with cantilever
- Cable-stayed bridges with conventional box girder bridges
- Suspension bridge with cable stayed bridge
- Girder bridge with tall towers connecting cables