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RCC Structures Design

RCC Structures Design
If a bent tendon is required to balance a concentrated load W at the centre of the span L, the central dip h must be at least

WL/4P
WL/3P
WL/P
WL/2P

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

2.5 diameters
3 diameters
3.5 diameters
One diameter

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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

1
3
5
2

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RCC Structures Design
The weight of reinforced concrete, is generally taken as

2500 kg/m³
2200 kg/m³
2300 kg/m³
2400 kg/m³

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RCC Structures Design
Post tensioning system

Is not economical and hence not generally used
None of these
Was widely used in earlier days
Is economical for large spans and is adopted now a days

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RCC Structures Design
Cantilever retaining walls can safely be used for a height not more than

4 m
6 m
5 m
3 m

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