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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

28 d
48 d
38 d
58 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

5
2
3
1

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RCC Structures Design
In a pre-stressed beam carrying an external load W with a bent tendon is having angle of inclination ? and pre-stressed load P. The net downward load at the centre is

W - P sin θ
W - 2P cos θ
W - 2P sin θ
W - P cos θ

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RCC Structures Design
For the design of a simply supported T-beam the ratio of the effective span to the overall depth of the beam is limited to

10
25
15
20

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RCC Structures Design
The breadth of a ribbed slab containing two bars must be between

6 cm to 7.5 cm
12 cm to 15 cm
8 cm to 10 cm
10 cm to 12 cm

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RCC Structures Design
The live load to be considered for an accessible roof, is

75 kg/m³
Nil
150 kg/m²
200 kg/cm²

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