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RCC Structures Design

RCC Structures Design
Total pressure on the vertical face of a retaining wall of height h acts parallel to free surface and from the base at a distance of

h/4
h/3
h/2
2h/3

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

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

Twice the diameter
Five times 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/6
b/3
b/5
b/4

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

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

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RCC Structures Design
If ‘W’ is weight of a retaining wall and ‘P’ is the horizontal earth pressure, the factor of safety against sliding, is

3.0
1.0
2.0
1.5

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