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RCC Structures Design

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

75 kg/m²
200 kg/m²
150 kg/cm²
Nil

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RCC Structures Design
Distribution reinforcement in a simply supported slab, is provided to distribute

Shrinkage stress
Load
All listed here
Temperature stress

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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 6
Equal to 7
Not less than 6

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

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

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RCC Structures Design
The design of a retaining wall assumes that the retained earth

Is dry
Is free from moisture
All listed here
Is not cohesive

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RCC Structures Design
The width of the flange of a L-beam, should be less than

Breadth of the rib + half clear distance between ribs
Breadth of the rib + four times thickness of the slab
One-sixth of the effective span
Least of the above

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