41. |
A R.C beam of size 200mm X 300mm effective depth is subjected to working moment of 30kN-m. For M15 and Fe415 grade of materials, it is to be designed as
|
||||||||
Answer:
Option (b) |
42. |
A rectangular section 300mmX700mm overall dimension. 30mm effective cover to compression and tension steel, is reinforced with 2 bars of 20mm and 4 bars of 20mm diameter respectively. Grade Fe415 and M25. Then the depth of neutral axis will be
|
||||||||
Answer:
Option (d) |
43. |
Deflection can be controlled by using appropriate
|
||||||||
Answer:
Option (c) |
44. |
Deflection of beam is usually limited to
|
||||||||
Answer:
Option (c) |
45. |
The development length of reinforcement depends
|
||||||||
Answer:
Option (d) |
46. |
As per IS-456, Development length of Bar is expressed as
|
||||||||
Answer:
Option (a) |
47. |
In rectangular R.C beam maximum shear stress occurs at
|
||||||||
Answer:
Option (c) |
48. |
Diagonal compression failure occurs when
|
||||||||
Answer:
Option (b) |
49. |
Failure of R.C.C beam due to shear can only occur on account of
|
||||||||
Answer:
Option (a) |
50. |
If nominal shear stress at section does not exceed permissible shear stress
|
||||||||
Answer:
Option (a) |