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RCC Structures Design

RCC Structures Design
If the average bending stress is 6 kg/cm² for M 150 grade concrete, the length of embedment of a bar of diameter d according to I.S. 456 specifications, is

48 d
28 d
58 d
38 d

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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

1
5
3
2

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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
Three times
Five times

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RCC Structures Design
Dimensions of a beam need be changed if the shear stress is more than

25 kg/cm²
20 kg/cm²
15 kg/cm²
10 kg/cm²

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RCC Structures Design
The maximum permissible size of aggregates to be used in casting the ribs of a slab, is

10 mm
7.5 mm
15 mm
5 mm

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RCC Structures Design
Minimum spacing between horizontal parallel reinforcement of different sizes, should not be less than

One diameter of thicker bar
One diameter of thinner bar
Twice the diameter of thinner bar
None of these

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