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RCC Structures Design

RCC Structures Design
For M 150 grade concrete (1 : 2 : 4) the moment of resistance factor is

5.8
8.5
0.87
7.5

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RCC Structures Design
High strength concrete is used in pre-stressed member

To overcome bursting stresses at the ends
All listed here
To overcome high bearing stresses developed at the ends
To provide high bond stresses

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RCC Structures Design
In a slab, the pitch of the main reinforcement should not exceed its effective depth

Four times
Two times
Five times
Three times

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RCC Structures Design
After pre-stressing process is completed, a loss of stress is due to

Creep of concrete
Elastic shortening of concrete
All of the listed here
Shrinkage of concrete

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RCC Structures Design
Total pressure on the vertical face of a retaining wall of height h acts parallel to free surface and from the base at a distance of

h/4
h/2
h/3
2h/3

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RCC Structures Design
The anchorage value of a hook is assumed sixteen times the diameter of the bar if the angle of the bend, is

40°
45°
30°
All listed here

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