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RCC Structures Design

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

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

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RCC Structures Design
Minimum spacing between horizontal parallel reinforcement of different sizes, should not be less than

None of these
Twice the diameter of thinner bar
One diameter of thinner bar
One diameter of thicker bar

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RCC Structures Design
If the maximum shear stress at the end of a simply supported R.C.C. beam of 16 m effective span is 10 kg/cm², the length of the beam having nominal reinforcement, is

6 cm
8 cm
10 cm
12 cm

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RCC Structures Design
As per I.S. 456 - 1978, the pH value of water shall be

Less than 6
Equal to 7
Not less than 6
Equal to 6

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RCC Structures Design
The ratio of the breadth to effective depth of a beam is kept

0.75
0.5
0.7
0.25

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RCC Structures Design
The live load to be considered for an inaccessible roof, is

75 kg/m²
200 kg/m²
Nil
150 kg/cm²

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