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RCC Structures Design

RCC Structures Design
The maximum ratio of span to depth of a cantilever slab, is

8
12
16
10

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

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

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RCC Structures Design
The floor slab of a building is supported on reinforced cement floor beams. The ratio of the end and intermediate spans is kept

0.8
0.7
0.9
0.2

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RCC Structures Design
The load stress of a section can be reduced by

Increasing the total perimeter of bars
Replacing larger bars by greater number of small bars
Decreasing the lever arm
Replacing smaller bars by greater number of greater bars

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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
Post tensioning system

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

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