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RCC Structures Design

RCC Structures Design
The percentage of minimum reinforcement of the gross sectional area in slabs, is

0.12 %
0.10 %
0.15 %
0.18 %

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RCC Structures Design
In a singly reinforced beam, if the permissible stress in concrete reaches earlier than that in steel, the beam section is called

Critical section
Over reinforced section
Economic section
Under-reinforced section

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

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

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RCC Structures Design
A pile of length ‘L’ carrying a uniformly distributed load ‘W’ per metre length is suspended at two points, the maximum, B.M. at the centre of the pile or at the points of suspension, is

WL²/47
WL²/16
WL²/24
WL/8

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RCC Structures Design
High strength concrete is used in pre-stressed member

To overcome bursting stresses at the ends
To overcome high bearing stresses developed at the ends
All listed here
To provide high bond stresses

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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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