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RCC Structures Design

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
1
2

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RCC Structures Design
As per IS : 1343, total shrinkage for a pre-tensioned beam, is

3.0 × 10⁻⁵
3.0 × 10⁻²
3.5 × 10⁻⁵
3.0 × 10⁻³

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RCC Structures Design
The diameter of transverse reinforcement of columns should be equal to one-fourth of the diameter of the main steel rods but not less than

4 mm
7 mm
6 mm
5 mm

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

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

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

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

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RCC Structures Design
As the percentage of steel increases

Lever arm decreases
Lever arm increases
Depth of neutral axis increases
Depth of neutral axis decreases

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