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RCC Structures Design

RCC Structures Design
For normal cases, stiffness of a simply supported beam is satisfied if the ratio of its span to its overall depth does not exceed

25
15
20
10

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RCC Structures Design
To ensure uniform pressure distribution, the thickness of the foundation, is

Decreased gradually towards the edge
Kept zero at the edge
Increased gradually towards the edge
Kept uniform throughout

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RCC Structures Design
Though the effective depth of a T-beam is the distance between the top compression edge to the centre of the tensile reinforcement, for heavy loads, it is taken as

1/10th of the span
1/16th of the span
1/12th of the span
1/8th of the span

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RCC Structures Design
In a pre-stressed member it is advisable to use

High strength concrete only
Low strength concrete but high tensile steel
High strength concrete and high tensile steel
Low strength concrete only

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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
2
1
5

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RCC Structures Design
The minimum cube strength of concrete used for a pre-stressed member, is

350 kg/cm²
50 kg/cm²
250 kg/cm²
150 kg/cm²

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