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RCC Structures Design

RCC Structures Design
According to I.S. : 456 specifications, the safe diagonal tensile stress for M 150 grade concrete, is

5 kg/cm²
20 kg/cm²
10 kg/cm²
15 kg/cm²

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RCC Structures Design
Columns may be made of plain concrete if their unsupported lengths do not exceed their least lateral dimension

Five times
Three times
Two times
Four times

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RCC Structures Design
An under-reinforced section means

Steel is provided at the underside only
Steel provided is insufficient
Steel will yield first
Steel provided on one face only

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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
In a pre-stressed member it is advisable to use

Low strength concrete only
Low strength concrete but high tensile steel
High strength concrete only
High strength concrete and high tensile steel

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RCC Structures Design
A foundation is called shallow if its depth, is

Three-fourth of its width
One-fourth of its width
Equal to its width
Half of its width

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