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

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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
2.0
1.0
1.5

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RCC Structures Design
To ensure uniform pressure distribution, the thickness of the foundation, is

Decreased gradually towards the edge
Kept uniform throughout
Kept zero at the edge
Increased gradually towards the edge

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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
Thrice the diameter
Five times the diameter
Four times the diameter

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RCC Structures Design
The design of a retaining wall assumes that the retained earth

All listed here
Is free from moisture
Is not cohesive
Is dry

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

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

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