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RCC Structures Design

RCC Structures Design
The minimum head room over a stair must be

230 cm
205 cm
200 cm
210 cm

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RCC Structures Design
The shear reinforcement in R.C.C. is provided to resist

Diagonal compression
Vertical shear
Diagonal tension
Horizontal shear

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

5.8
0.87
7.5
8.5

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RCC Structures Design
If the loading on a pre-stressed rectangular beam, is uniformly distributed, the tendon to be provided should be.

Straight above centroidal axis
Parabolic with convexity downward
Straight below centroidal axis
Parabolic with convexity upward

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RCC Structures Design
For a circular slab carrying a uniformly distributed load, the ratio of the maximum negative to maximum positive radial moment, is

3
5
2
1

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RCC Structures Design
By over-reinforcing a beam, the moment of resistance can be increased not more than

15 %
25 %
10 %
20 %

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