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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

15
25
10
20

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RCC Structures Design
In a singly reinforced beam, the effective depth is measured from its compression edge to

Tensile edge
Neutral axis of the beam
Longitudinal central axis
Tensile reinforcement

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

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

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RCC Structures Design
The diameter of main bars in R.C.C. columns, shall not be less than

12 mm
10 mm
15 mm
11 mm

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RCC Structures Design
If L is the effective span of a R.C.C. beam which is subjected to maximum shear qmax at the ends, the distance from either end over which stirrups for the shear, are provided, is

(L/3) (1 - 5/qmax)
(L/2) (1 - 3/qmax)
(L/2) (1 - 2/qmax)
(L/2) (1 - 5/qmax)

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RCC Structures Design
A ribbed slab is provided for

Thermal insulation
All of these
A plain ceiling
Acoustic insulation

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