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RCC Structures Design

RCC Structures Design
A column is regarded as long column if the ratio of its effective length and lateral dimension, exceeds

10
25
15
20

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RCC Structures Design
The radius of a bar bend to form a hook, should not be less than

Five times the diameter
Twice the diameter
Thrice the diameter
Four times the diameter

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RCC Structures Design
To have pressure wholly compressive under the base of a retaining wall of width b, the resultant of the weight of the wall and the pressure exerted by the retained, earth should have eccentricity not more than

b/4
b/6
b/5
b/3

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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

Three times
Two times
Five times
Four times

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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

Balanced section
All listed here
Critical section
Economic section

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RCC Structures Design
The neutral axis of a T-beam exists

All listed here
Within the flange
At the bottom edge of the slab
Below the slab

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