1. Which component of a bridge provides intermediate support?
(a) Abutment
(b) Pier
(c) Wing wall
(d) Handrail
2. What is the function of an apron in bridge construction?
(a) Acts as a decorative layer
(b) Guides water flow
(c) Prevents scouring
(d) Prevents vehicle skidding
3. Which IRC loading class is primarily used for military vehicles?
(a) IRC Class A
(b) IRC Class B
(c) IRC Class AA
(d) IRC Class 70R
4. The foundation of a bridge is:
(a) Above the girders
(b) The decorative topping
(c) The lowest structural part
(d) Made only of steel
5. The term "economic span" refers to:
(a) The longest possible span
(b) The most aesthetic span
(c) The span with equal substructure and superstructure cost
(d) The shortest bridge span
6. What is the purpose of revetment?
(a) Decoration
(b) Prevent corrosion
(c) Prevent erosion and sliding
(d) Support superstructure
7. Which component of a bridge allows for movement and distributes
loads?
(a) Handrails
(b) Decking
(c) Bearings
(d) Wing walls
8. What is the primary purpose of afflux?
(a) To reduce water velocity
(b) To increase bridge height
(c) It is not intentional—it occurs due to obstruction
(d) To strengthen the pier
9. Which IRC loading type is used for temporary structures?
(a) Class AA
(b) Class A
(c) Class B
(d) Class 70R
10. What does H.F.L. refer to?
(a) Half-Flood Level
(b) Highest Foundation Line
(c) Highest Flood Level
(d) High Flow Length
11. Assertion (A): Wing walls are constructed at both ends of abutments.
Reason (R): Wing walls help retain embankments and guide water flow.
Options:
Reason (R): Wing walls help retain embankments and guide water flow.
Options:
(a) Both A and R are correct and R is the correct explanation of A.
(b) Both A and R are correct but R is not the correct explanation of A.
(c) A is correct, but R is incorrect.
(d) A is incorrect, but R is correct.
12. Assertion (A): Pier shapes affect the scouring effect on a bridge.
Reason (R): Streamlined pier shapes help prevent eddies and currents.
Options:
Reason (R): Streamlined pier shapes help prevent eddies and currents.
Options:
(a) Both A and R are correct and R is the correct explanation of A.
(b) Both A and R are correct but R is not the correct explanation of A.
(c) A is correct, but R is incorrect.
(d) A is incorrect, but R is correct.
13. Match the components in List I with their respective definitions in List
II:
Codes:
List I |
List II |
A. Abutment |
1. Structural component to prevent erosion on river banks |
B. Girder or Truss |
2. Support at the end of a bridge |
C. Free Board |
3. Vertical distance between HFL and bridge road crown |
D. Revetment |
4. Structural element used in small bridges for shorter
spans |
(a) A-2, B-4, C-3, D-1
(b) A-3, B-1, C-4, D-2
(c) A-1, B-2, C-3, D-4
(d) A-4, B-3, C-2, D-1
14. What is the main function of handrails on a bridge?
(a) Distribute load to substructure
(b) Prevent corrosion
(c) Allow water drainage
(d) Ensure safety of vehicles and pedestrians
15. In bridge site selection, what is the preferred crossing angle of a
stream?
(a) Acute
(b) Right angle
(c) Obtuse
(d) Spiral
16. What is the primary factor causing scour?
(a) High sedimentation
(b) High velocity of stream
(c) High temperature
(d) Excessive traffic
17. Assertion (A): Lacey’s silt factor (F) is used in calculating scour
depth.
Reason (R): It represents soil's resistance to erosion.
Options:
Reason (R): It represents soil's resistance to erosion.
Options:
(a) Both A and R are correct and R is the correct explanation of A.
(b) Both A and R are correct but R is not the correct explanation of A.
(c) A is correct, but R is incorrect.
(d) A is incorrect, but R is correct.
18. Match List I (Bridge Load Classes) with List II (Descriptions):
Codes:
List I |
List II |
A. IRC Class A |
1. Military and industrial routes |
B. IRC Class B |
2. Temporary timber bridges |
C. IRC Class AA |
3. Common road bridges |
D. IRC Class 70R |
4. Revised classification with 7-axle wheeled vehicle |
(a) A-3, B-2, C-1, D-4
(b) A-1, B-3, C-2, D-4
(c) A-4, B-1, C-3, D-2
(d) A-3, B-1, C-4, D-2
19. Which of the following foundations is most suitable when good soil is
available at a greater depth and soil at the site is very soft?
(a) Grillage foundation
(b) Spread foundation
(c) Pile foundation
(d) Raft foundation
20. What is the function of a foundation in a structure?
(a) To support roofs only
(b) To decorate the building base
(c) To provide a firm base and distribute loads
(d) To store groundwater
21. A well foundation is ideally used when:
(a) Loads are not heavy
(b) Good soil is available 3m below the bed level
(c) Water level is shallow
(d) Rock bed is exposed
22. Which method of groundwater control uses high voltage to reduce water
movement through soil?
(a) Cement grouting
(b) Electro-osmosis
(c) Open sumps
(d) Chemical consolidation
23. Box caisson foundations are used under which of the following
conditions?
(a) Heavy loads at great depths
(b) Shallow bearing stratum with light loads
(c) High scouring risk
(d) Soft clay with low bearing capacity
24. Match the following types of caisson foundations with their features:
Options:
List I |
List II |
A. Open Caisson |
1. Uses compressed air to maintain a dry working chamber |
B. Box Caisson |
2. Both ends open, used for larger depths |
C. Pneumatic Caisson |
3. Closed at bottom, used in shallow waters |
D. Grillage Foundation |
4. Uses tiered beams to distribute heavy loads on weak soil |
(a) A-2, B-3, C-1, D-4
(b) A-3, B-1, C-4, D-2
(c) A-1, B-2, C-3, D-4
(d) A-4, B-2, C-1, D-3
25. Which type of foundation is used when good soil is not available within 1.5
to 2.5 meters depth?
(a) Spread foundation
(b) Raft foundation
(c) Grillage foundation
(d) Invert arch foundation
26. Which factor is not typically considered in selecting a type of
foundation?
(a) Type of bridge
(b) Foundation painting type
(c) Nature of subsoil
(d) High Flood Level of stream
27. What is the primary function of a cofferdam?
(a) To support bridge decks
(b) To store excess construction material
(c) To prevent water from entering excavation sites
(d) To add weight to the foundation
28. Assertion (A): Braced cofferdams are economical for moderate heights.
Reason (R): They consist of vertical or horizontal sheeting supported with internal struts.
Options:
Reason (R): They consist of vertical or horizontal sheeting supported with internal struts.
Options:
(a) Both A and R are correct and R is the correct explanation of A.
(b) Both A and R are correct but R is not the correct explanation of A.
(c) A is correct, but R is incorrect.
(d) A is incorrect, but R is correct.
29. Match the following groundwater control methods with their key
characteristics:
Options:
List I |
List II |
A. Open sumps |
1. Makes soil impermeable by injecting chemicals |
B. Cement grouting |
2. Creates temporary ice walls to hold back water |
C. Chemical consolidation |
3. Shallow method to collect and pump water |
D. Freezing |
4. Fills soil voids with cement slurry |
(a) A-3, B-4, C-1, D-2
(b) A-4, B-3, C-2, D-1
(c) A-1, B-2, C-3, D-4
(d) A-2, B-1, C-4, D-3
30. Match the following types of caisson with their structural features:
Options:
List I |
List II |
A. Open caisson |
1. Used to form airtight chambers |
B. Box caisson |
2. Closed bottom, open top |
C. Pneumatic caisson |
3. Allows concrete to be poured underwater |
D. Crip |
4. Uses compressed air for dry working environment |
(a) A-3, B-2, C-4, D-1
(b) A-2, B-3, C-1, D-4
(c) A-4, B-1, C-3, D-2
(d) A-1, B-2, C-4, D-3
31. What is the primary function of a culvert?
(a) To carry railway traffic
(b) To provide a totally enclosed drain, sewer, or watercourse
(c) To support high-rise buildings
(d) To act as a suspension bridge
32. Which type of culvert is most suitable where depth of flow and discharge is
small?
(a) Box culvert
(b) Pipe culvert
(c) Arch culvert
(d) Steel girder culvert
33. What is the maximum diameter usually used for reinforced and cast iron pipe
culverts?
(a) 1000mm
(b) 1200mm
(c) 1800mm
(d) 2500mm
34. Which of the following is a classification of bridges based on position of
the bridge floor?
(a) Slab bridge
(b) Through bridge
(c) Beam bridge
(d) Arch bridge
35. What is the typical span of stone slab culverts?
(a) Up to 1m
(b) Up to 2.5m
(c) Up to 4m
(d) Up to 6m
36. Which material is NOT commonly used in bridge construction?
(a) Timber
(b) Masonry
(c) Plastic
(d) Reinforced concrete
37. What is another name for steel girder culverts used in railways?
(a) Box culverts
(b) Open deck culverts
(c) Truss culverts
(d) Suspension culverts
38. A viaduct is a type of bridge used to cross which of the following?
(a) River
(b) Valley
(c) Highway
(d) Pedestrian walkway
39. What is the main characteristic of a flush causeway?
(a) Vents are provided for drainage
(b) It is submerged under floodwaters for most of the year
(c) The pavement allows continuous water flow throughout the year
(d) It is only used for railways
40. Assertion (A): Pipe culverts are commonly used where the depth of flow and
discharge is small.
Reason (R): Pipe culverts use circular pipes to enhance discharge capacity.
Reason (R): Pipe culverts use circular pipes to enhance discharge capacity.
(a) Both A and R are correct and R is the correct explanation of A.
(b) Both A and R are correct but R is not the correct explanation of A.
(c) A is correct, but R is incorrect.
(d) A is incorrect, but R is correct.
41. Match the following types of bridges with their descriptions.
Choose the correct code:
List I (Bridge Type) |
List II (Description) |
A. Slab bridge |
1. Uses cables for support |
B. Truss bridge |
2. Uses horizontal beams and vertical supports |
C. Arch bridge |
3. Uses a curved design for load distribution |
D. Suspension bridge |
4. Simple flat surface without beams |
(a) A-4, B-2, C-3, D-1
(b) A-3, B-1, C-2, D-4
(c) A-1, B-3, C-4, D-2
(d) A-2, B-4, C-1, D-3
42. Which type of bridge is used to carry a canal over a waterway?
(a) Viaduct
(b) Aqueduct
(c) Road bridge
(d) Pedestrian bridge
43. What is the minimum clearance required between the Highest Flood Level
(HFL) and the crown of a pipe culvert?
(a) 50mm
(b) 100mm
(c) 150mm
(d) 200mm
44. What is the purpose of a curtain wall in a culvert?
(a) To support the roadway
(b) To prevent scouring
(c) To increase discharge
(d) To reinforce the pipe joints
45. What is the maximum recommended span for a box culvert?
(a) 2m
(b) 3m
(c) 4m
(d) 5m
46. Which of the following is NOT a classification of bridges based on
superstructure type?
(a) Slab bridge
(b) Beam bridge
(c) Suspension bridge
(d) Box culvert
47. Which material is NOT typically used for constructing an arch
culvert?
(a) Stone masonry
(b) Brick masonry
(c) Reinforced concrete
(d) Steel
48. Assertion (A): Steel girder culverts are primarily used for railway
bridges.
Reason (R): They provide additional flexibility and support under railway loading conditions.
Reason (R): They provide additional flexibility and support under railway loading conditions.
(a) Both A and R are correct and R is the correct explanation of A.
(b) Both A and R are correct but R is not the correct explanation of A.
(c) A is correct, but R is incorrect.
(d) A is incorrect, but R is correct.
49. Match the following types of culverts with their characteristics.
Choose the correct code:
List I (Culvert Type) |
List II (Characteristic) |
A. Pipe Culvert |
1. Suitable for soft soils, made of RCC or masonry |
B. Box
Culvert |
2. Economical for spans of 2-3m, uses stone/brick masonry |
C. Arch Culvert |
3. Used for small flow, circular shape preferred |
D. Steel Girder Culvert |
4. Used in railway bridges, consists of main girders |
(a) A-3, B-1, C-2, D-4
(b) A-2, B-3, C-1, D-4
(c) A-4, B-3, C-2, D-1
(d) A-1, B-4, C-3, D-2
50. Which of the following components is not considered a part of the bridge
substructure?
(a) Abutments
(b) Girders
(c) Piers
(d) Wing walls
51. What is the function of weep holes in abutments?
(a) Aesthetic purpose
(b) To prevent tilting
(c) To support arches
(d) Drainage of subsoil water
52. Which pier type provides maximum moment of inertia with light
reinforcement?
(a) Dump-bell pier
(b) Solid pier
(c) Trestle pier
(d) Pile pier
53. The face of an abutment towards the water side is generally:
(a) Stepped
(b) Curved
(c) Vertical
(d) Battered
54. What type of wing wall is preferred for very high embankments?
(a) Splayed wing walls
(b) Curved wing walls
(c) Return wing walls
(d) Straight wing walls
55. Which pier is commonly used in viaducts and made of steel frames with
considerable height?
(a) Trestle pier
(b) Dump-bell pier
(c) Cylindrical pier
(d) Solid pier
56. What shape is not mentioned for Cut-water and Ease-water ends?
(a) Triangular
(b) Semicircular
(c) Elliptical
(d) Parabolic
57. Which abutment type is specifically designed for vertical loads from the
superstructure?
(a) R.C. arch bridge abutment
(b) Masonry arch bridge abutment
(c) Girder bridge abutment
(d) Steel arch bridge abutment
58. Assertion (A): Solid piers are designed to resist impacts from floating
bodies.
Reason (R): Solid piers consist of columns connected by webs and are lighter in weight.
Options:
Reason (R): Solid piers consist of columns connected by webs and are lighter in weight.
Options:
(a) Both A and R are correct and R is the correct explanation of A.
(b) Both A and R are correct but R is not the correct explanation of A.
(c) A is correct, but R is incorrect.
(d) A is incorrect, but R is correct.
59. Assertion (A): In long arch bridges, every third and fourth pier is made
larger.
Reason (R): Larger piers resist unbalanced thrust in case of intermediate arch failure.
Options:
Reason (R): Larger piers resist unbalanced thrust in case of intermediate arch failure.
Options:
(a) Both A and R are correct and R is the correct explanation of A.
(b) Both A and R are correct but R is not the correct explanation of A.
(c) A is correct, but R is incorrect.
(d) A is incorrect, but R is correct.
60. Match the following types of piers with their features.
Codes:
List I (Pier Type) |
List II (Feature) |
A. Dump-bell Pier |
1. Mild steel cylinders filled with concrete |
B. Solid Pier |
2. Braced columns with light reinforcement |
C. Cylindrical Pier |
3. Solid section made of concrete/masonry |
D. Trestle Pier |
4. Used in viaducts with wind pressure resistance |
(a) A-2, B-3, C-1, D-4
(b) A-4, B-2, C-3, D-1
(c) A-1, B-4, C-2, D-3
(d) A-3, B-1, C-4, D-2
61. What type of abutment is designed specifically for the thrust and hinges of
an R.C. arch?
(a) Masonry arch bridge abutment
(b) Girder bridge abutment
(c) R.C. arch bridge abutment
(d) Steel girder abutment
62. What is the typical slope used for battering the back face of an
abutment?
(a) 1 in 2
(b) 1 in 4
(c) 1 in 6
(d) 1 in 8
63. Which pier type is designed as a framed structure with vertical,
rectangular, and diagonal members?
(a) Column pier
(b) Dump-bell pier
(c) Trestle pier
(d) Solid pier
64. What are the types of piles used in pile piers?
(a) Flat and curved piles
(b) Screw type and disc type piles
(c) Box type and tube type piles
(d) Steel and wooden piles
65. What is the purpose of wing walls in bridge construction?
(a) Carrying sewage
(b) Supporting arch thrust
(c) Supporting and protecting embankments
(d) Reducing superstructure weight
66. What defines a return wing wall?
(a) It is splayed at a 30° angle.
(b) It curves inward with the embankment.
(c) It makes a 90° angle with the abutment.
(d) It runs parallel to the riverbank.
67. What is the function of the space between beams in column bent piers?
(a) Aesthetic appeal
(b) Reinforcement support
(c) Carrying utilities like gas and water pipes
(d) Reducing wind pressure
68. Assertion (A): Dump-bell piers are preferred where well foundations are
provided.
Reason (R): Dump-bell piers provide high moment of inertia and use light reinforcement.
Options:
Reason (R): Dump-bell piers provide high moment of inertia and use light reinforcement.
Options:
(a) Both A and R are correct and R is the correct explanation of A.
(b) Both A and R are correct but R is not the correct explanation of A.
(c) A is correct, but R is incorrect.
(d) A is incorrect, but R is correct.
69. Assertion (A): The girder bridge abutment may tilt forward.
Reason (R): This is due to eccentric loads and deflection in the girder.
Options:
Reason (R): This is due to eccentric loads and deflection in the girder.
Options:
(a) Both A and R are correct and R is the correct explanation of A.
(b) Both A and R are correct but R is not the correct explanation of A.
(c) A is correct, but R is incorrect.
(d) A is incorrect, but R is correct.
70. Match the types of wing walls with their characteristics.
Codes:
List I (Type of Wing Wall): |
List II (Characteristic): |
A. Straight Wing Wall |
1. Inclined at 45° |
B. Splayed Wing Wall |
2. Preferred for very high embankments |
C. Return Wing Wall |
3. Constructed in line with abutment |
D. Curved Wing Wall |
4. Variation of splayed wall |
(a) A-3, B-1, C-2, D-4
(b) A-2, B-3, C-1, D-4
(c) A-1, B-4, C-3, D-2
(d) A-4, B-2, C-1, D-3
71. Which of the following bridge types uses a structure where the main
load-carrying elements are suspended from cables?
(a) Truss Bridge
(b) Suspension Bridge
(c) Arch Bridge
(d) Cantilever Bridge
72. What is a key feature of a balanced cantilever bridge?
(a) Hinges are provided at the base
(b) All spans are of equal length
(c) Intermediate spans are supported between contra flexure points
(d) Only steel is used for construction
73. What is the simplest and least expensive type of bridge?
(a) Arch bridge
(b) Truss bridge
(c) Simple bridge
(d) Suspension bridge
74. Which of the following is not a classification of arch bridges based on
spandrel condition?
(a) Filled spandrel arches
(b) Closed spandrel arches
(c) Open spandrel arches
(d) Segmental arches
75. Which bridge type is most suitable for long single-span steel bridge
construction?
(a) Cantilever bridge
(b) Beam bridge
(c) Steel arched bridge
(d) Rigid frame bridge
76. Assertion (A): Cantilever bridges require more steel and concrete than
other types.
Reason (R): Cantilever bridges have high reaction forces at supports.
Options:
Reason (R): Cantilever bridges have high reaction forces at supports.
Options:
(a) Both A and R are correct and R is the correct explanation of A.
(b) Both A and R are correct but R is not the correct explanation of A.
(c) A is correct, but R is incorrect.
(d) A is incorrect, but R is correct.
77. Assertion (A): Continuous bridges experience more bending moment at
supports than at mid-span.
Reason (R): Moment of inertia at support is less than that at mid-span.
Options:
Reason (R): Moment of inertia at support is less than that at mid-span.
Options:
(a) Both A and R are correct and R is the correct explanation of A.
(b) Both A and R are correct but R is not the correct explanation of A.
(c) A is correct, but R is incorrect.
(d) A is incorrect, but R is correct.
78. Assertion (A): Suspension bridges are economical and provide more
headroom.
Reason (R): They avoid the need for piers in the riverbed and use slender support sections.
Options:
Reason (R): They avoid the need for piers in the riverbed and use slender support sections.
Options:
(a) Both A and R are correct and R is the correct explanation of A.
(b) Both A and R are correct but R is not the correct explanation of A.
(c) A is correct, but R is incorrect.
(d) A is incorrect, but R is correct.
79. Match the bridge types in List I with their correct characteristics in List
II.
Matching Codes:
List I |
List II |
A. Beam Bridge |
1. Uses connected straight elements under tension or compression |
B. Arch Bridge |
2. Weight is diverted through abutments |
C. Truss Bridge |
3. Main load-carrying elements hung from cables |
D. Suspension Bridge |
4. Horizontal beams supported at both ends |
(a) A-4, B-2, C-1, D-3
(b) A-1, B-4, C-3, D-2
(c) A-2, B-3, C-4, D-1
(d) A-3, B-1, C-2, D-4
80. Match the types of steel arch bridges in List I with their specific
features in List II.
Matching Codes:
List I |
List II |
A. Rigid Arch Bridge |
1. Maximum flexibility with two movable supports |
B. One-Hinged Arch Bridge |
2. No hinges; fixed at both ends |
C. Two-Hinged Arch Bridge |
3. One movable joint allows moderate flexibility |
D. Three-Hinged Arch Bridge |
4. Highly flexible with three joints |
(a) A-2, B-3, C-1, D-4
(b) A-4, B-1, C-2, D-3
(c) A-1, B-4, C-3, D-2
(d) A-3, B-2, C-4, D-1
81. In a semi-through type bridge, where is the flooring supported?
(a) On the bottom flange
(b) On the top flange
(c) On the mid-height of the girder
(d) Directly on the piers
82. Which of the following is not a merit of open arch spandrel bridges?
(a) Reduced dead load
(b) Increased bending moment
(c) Lower construction cost
(d) Reduced tensile stress
83. What is the purpose of suspenders in a bow-string girder bridge?
(a) To connect tie beam to roadway
(b) To transfer loads from flooring to arch rib
(c) To prevent lateral sway
(d) To allow bridge expansion
84. What type of structural frame is used in rigid frame bridges?
(a) Hinged frame only
(b) Curved frame
(c) Monolithic frame
(d) Composite frame
85. What is used to seal expansion gaps in rigid frame bridges?
(a) Steel plates
(b) Tar paper
(c) Copper U-strips with bitumen
(d) Aluminium foil
86. Assertion (A): Cantilever bridges require skilled labor for
construction.
Reason (R): The construction of cantilever bridges involves complex reinforcement detailing.
Options:
Reason (R): The construction of cantilever bridges involves complex reinforcement detailing.
Options:
(a) Both A and R are correct and R is the correct explanation of A.
(b) Both A and R are correct but R is not the correct explanation of A.
(c) A is correct, but R is incorrect.
(d) A is incorrect, but R is correct.
87. Assertion (A): Suspension bridges are ideal for long spans.
Reason (R): They can be constructed with minimal material and allow spans up to 600 meters.
Options:
Reason (R): They can be constructed with minimal material and allow spans up to 600 meters.
Options:
(a) Both A and R are correct and R is the correct explanation of A.
(b) Both A and R are correct but R is not the correct explanation of A.
(c) A is correct, but R is incorrect.
(d) A is incorrect, but R is correct.
88. Assertion (A): Continuous steel bridges are vulnerable to sinking of
supports.
Reason (R): Sinking affects the bending and shear forces significantly.
Options:
Reason (R): Sinking affects the bending and shear forces significantly.
Options:
(a) Both A and R are correct and R is the correct explanation of A.
(b) Both A and R are correct but R is not the correct explanation of A.
(c) A is correct, but R is incorrect.
(d) A is incorrect, but R is correct.
89. Match types of simple bridges in List I with their support characteristics
in List II:
Matching Codes:
List I |
List II |
A. Deck Type |
1. Flooring supported on top flange |
B. Through Type |
2. Flooring supported on bottom flange via cross girder |
C. Semi-Through Type |
3. Flooring supported at mid-height |
D. Balanced Cantilever |
4. Intermediate spans between contra flexure points |
(a) A-1, B-2, C-3, D-4
(b) A-2, B-1, C-4, D-3
(c) A-3, B-4, C-2, D-1
(d) A-4, B-3, C-1, D-2
90. Match the bridge types in List I with the materials used in List II:
Matching Codes:
List I |
List II |
A. Masonry Arch Bridge |
1. Brick or Stone |
B. Cantilever Bridge |
2. R.C. or Steel |
C. Rigid Frame Bridge |
3. R.C., Steel, Masonry, or Prestressed Concrete |
D. Arch Bridge |
4. Requires complex support fixity and hinges |
Matching Codes:
(a) A-1, B-4, C-2, D-3
(b) A-3, B-1, C-4, D-2
(c) A-2, B-3, C-1, D-4
(d) A-4, B-2, C-3, D-1
91. Which type of bearing is best suited for small spans up to 12 meters?
(a) Rocker Bearing
(b) Fixed Bearing
(c) Pot Bearing
(d) Knuckle Bearing
92. What is the key purpose of a bridge bearing?
(a) To beautify the bridge structure
(b) To prevent corrosion of girders
(c) To allow for movement and transfer loads
(d) To support lighting fixtures
93. Which bearing allows only angular movements of the girder?
(a) Sliding Plate Bearing
(b) Knuckle Bearing
(c) Rocker Bearing
(d) Sole Plate Bearing
94. What feature distinguishes a Free Sliding Pot Bearing?
(a) No movement allowed
(b) Movement allowed only in one direction
(c) Allows movement in all directions
(d) Does not allow rotation
95. Which bearing is made of steel-reinforced neoprene?
(a) Rocker-Roller Bearing
(b) Elastomeric Bearing
(c) Knuckle Bearing
(d) Sliding Plate Bearing
96. What is the main advantage of pot bearings over elastomeric bearings?
(a) Smaller in size
(b) No requirement of steel reinforcement
(c) Lower load capacity
(d) Higher load capacity
97. Assertion (A): Pot bearings are suitable for bridges requiring large
bearing reactions.
Reason (R): Pot bearings have a high load capacity exceeding 50,000 kN.
Options:
Reason (R): Pot bearings have a high load capacity exceeding 50,000 kN.
Options:
(a) Both A and R are correct and R is the correct explanation of A.
(b) Both A and R are correct but R is not the correct explanation of A.
(c) A is correct, but R is incorrect.
(d) A is incorrect, but R is correct.
98. Assertion (A): Rocker Bearings are not ideal for small span bridges.
Reason (R): Rocker Bearings are used for spans over 21 meters.
Options:
Reason (R): Rocker Bearings are used for spans over 21 meters.
Options:
(a) Both A and R are correct and R is the correct explanation of A.
(b) Both A and R are correct but R is not the correct explanation of A.
(c) A is correct, but R is incorrect.
(d) A is incorrect, but R is correct.
99. Assertion (A): Guided Pot Bearings restrict movement in all directions.
Reason (R): They are equipped with a steel guide edge for restricted movement.
Options:
Reason (R): They are equipped with a steel guide edge for restricted movement.
Options:
(a) Both A and R are correct and R is the correct explanation of A.
(b) Both A and R are correct but R is not the correct explanation of A.
(c) A is correct, but R is incorrect.
(d) A is incorrect, but R is correct.
100. Matching Type Questions
Match List I (Types of Bearings) with List II (Key Features):
List I:
A. Fixed Bearing
B. Sliding Plate Bearing
C. Rocker-Roller Bearing
D. Pot Bearing
List II:
1. Suitable for large horizontal displacements
2. Prevents longitudinal movement of girders
3. Sole plate slides over wall plate
4. Bottom shoe rests on cylindrical roller
Codes:
Match List I (Types of Bearings) with List II (Key Features):
List I:
A. Fixed Bearing
B. Sliding Plate Bearing
C. Rocker-Roller Bearing
D. Pot Bearing
List II:
1. Suitable for large horizontal displacements
2. Prevents longitudinal movement of girders
3. Sole plate slides over wall plate
4. Bottom shoe rests on cylindrical roller
Codes:
(a) A-2, B-3, C-4, D-1
(b) A-4, B-1, C-3, D-2
(c) A-1, B-2, C-4, D-3
(d) A-3, B-2, C-1, D-4