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RCC Structures Design

RCC Structures Design
The minimum cube strength of concrete used for a pre-stressed member, is

350 kg/cm²
150 kg/cm²
250 kg/cm²
50 kg/cm²

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RCC Structures Design
The zone in which transverse bending is likely to occur may be obtained by drawing a line from the faces of the column making an angle θ° with horizontal where θ° is

None of these
45°
60°
30°

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RCC Structures Design
[A + (m - 1)ASC] known as equivalent concrete area of R.C.C. is given by

Modular ratio method
Ultimate load method
Load factor method
None of these

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RCC Structures Design
A ribbed slab is provided for

All of these
Thermal insulation
Acoustic insulation
A plain ceiling

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

3.5 diameters
3 diameters
2.5 diameters
One diameter

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RCC Structures Design
A pre-stressed concrete member

Possesses internal stresses
Is made of concrete
Is stressed after casting
Is made of reinforced concrete

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