| 51. |
The permissible shear stress in concrete for beam without shear reinforcement depends upon
|
||||||||
|
Answer:
Option (c) |
| 52. |
An RCC beam of 200mm X 300mm effective is subjected to factored shear force 30 kN. The maximum nominal shear stress is
|
||||||||
|
Answer:
Option (a) |
| 53. |
The percentage of minimum shear reinforcement as per IS-456 for mild steel reinforcement is
|
||||||||
|
Answer:
Option (c) |
| 54. |
The calculated spacing of stirrups in beam as per IS-456 is
|
||||||||
|
Answer:
Option (d) |
| 55. |
How shear strength is to be ensured in a beam?
|
||||||||
|
Answer:
Option (d) |
| 56. |
Diagonal tension reinforcement is provided in a beam as
|
||||||||
|
Answer:
Option (b) |
| 57. |
Shear reinforcement in RC beam shall be provide in form of
|
||||||||
|
Answer:
Option (d) |
| 58. |
Shear force resisted by stirrups can be calculated as
|
||||||||
|
Answer:
Option (a) |
| 59. |
An R.C.C. beam without shear reinforcement may develop cracks in its bottom inclined roughly to the horizontal at
|
||||||||
|
Answer:
Option (c) |
| 60. |
Spacing of stirrups in a rectangular beam, is
|
||||||||
|
Answer:
Option (d) |