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RCC Structures Design

RCC Structures Design
Minimum spacing between horizontal parallel reinforcement of the same size should not be less than

3.5 diameters
One diameter
2.5 diameters
3 diameters

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RCC Structures Design
If a rectangular pre-stressed beam of an effective span of 5 meters and carrying a total load 3840 kg/m, is designed by the load balancing method, the central dip of the parabolic tendon should be

20 cm
5 cm
15 cm
10 cm

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RCC Structures Design
As per I.S. 456 - 1978, the pH value of water shall be

Equal to 7
Less than 6
Equal to 6
Not less than 6

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RCC Structures Design
If the diameter of the main reinforcement in a slab is 16 mm, the concrete cover to main bars is

16 mm
10 mm
14 mm
12 mm

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RCC Structures Design
If the modular ratio is ‘m’, steel ratio is ‘r’ and overall depth of a beam is ‘d’, the depth of the critical neutral axis of the beam, is

[(r - m)/m] d
[m/(m - r)] d
[(m + r)/m] d
[m/(m + r)] d

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

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

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