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Concrete Technology and Design of Concrete Structures

Concrete Technology and Design of Concrete Structures
In a counterfort retaining wall, the main reinforcement in the stem at mid span is provided on

None of these
inner face only
front face only
both front face and inner face

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Concrete Technology and Design of Concrete Structures
Ratio of permissible stress in direct compression and bending compression is

less than 1
between 1.5 and 2.0
greater than 2
between 1 and 1.5

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Concrete Technology and Design of Concrete Structures
The individual variation between test strength of sample should not be more than

±5% of average
± 10% of average
± 15% of average
±20% of average

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Concrete Technology and Design of Concrete Structures
The minimum cover to the ties or spirals should not be less than

50mm
20 mm
15 mm
25 mm

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Concrete Technology and Design of Concrete Structures
In T-shaped R C. retaining walls, the main reinforcement in the stem is provided on

the inner face in both directions
the inner face in one direction
the front face in both directions
the front face in one direction

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Concrete Technology and Design of Concrete Structures
Minimum thickness of load bearing RCC wall should be

40 mm
105 mm
100 mm
50 mm

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