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RCC Structures Design

RCC Structures Design
A foundation rests on

Sub-grade
Foundation soil
Both B and C
Base of the foundation

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

Four times the diameter
Thrice the diameter
Five times the diameter
Twice 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/3
b/5

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RCC Structures Design
A pre-cast pile generally used, is

Circular
Octagonal
Square
Square with corners chamfered

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RCC Structures Design
The modular ratio ‘m’ of a concrete whose permissible compressive stress is ‘C’, may be obtained from the equation.

m = 700/3C
m = 2800/3C
m = 1400/3C
m = 3500/3C

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RCC Structures Design
A foundation is called shallow if its depth, is

Three-fourth of its width
Equal to its width
Half of its width
One-fourth of its width

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