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RCC Structures Design

RCC Structures Design
The anchorage value of a hook is assumed sixteen times the diameter of the bar if the angle of the bend, is

40°
All listed here
45°
30°

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

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RCC Structures Design
The maximum ratio of span to depth of a cantilever slab, is

12
16
10
8

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RCC Structures Design
The diameter of longitudinal bars of a column should never be less than

12 mm
8 mm
10 mm
6 mm

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

10
25
20
15

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

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

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