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RCC Structures Design

RCC Structures Design
If ‘H’ is the overall height of a retaining wall retaining a surcharge, the width of the base slab usually provided, is

0.7 H
0.4 H
0.5 H
0.3 H

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RCC Structures Design
The diameter of the column head support a flat slab, is generally kept

0.25 times the diameter of the column
4.0 cm larger than the diameter of the column
0.25 times the span length
5.0 cm larger than the diameter of the column

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RCC Structures Design
The section of a reinforced beam where most distant concrete fibre in compression and tension in steel attains permissible stresses simultaneously, is called

All listed here
Critical section
Balanced section
Economic section

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RCC Structures Design
Though the effective depth of a T-beam is the distance between the top compression edge to the centre of the tensile reinforcement, for heavy loads, it is taken as

1/16th of the span
1/12th of the span
1/8th of the span
1/10th of the span

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RCC Structures Design
After pre-stressing process is completed, a loss of stress is due to

Elastic shortening of concrete
Creep of concrete
Shrinkage of concrete
All of the listed here

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RCC Structures Design
In a pre-stressed member it is advisable to use

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

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