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Concrete Technology and Design of Concrete Structures

Concrete Technology and Design of Concrete Structures
Workability of concrete is directly proportional to

All of above
Aggregate cement ratio
Time of transit
Grading of the aggregate

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Concrete Technology and Design of Concrete Structures
1% of voids in a concrete mix would reduce its strength by about

10 %
15%
5%
20%

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

25 mm
50mm
20 mm
15 mm

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Concrete Technology and Design of Concrete Structures
According to IS: 456-1978, the column or the strut is the member whose effective length is greater than

4 times the least lateral dimension
3 times the least lateral dimension
2 times the least lateral dimension
The least lateral dimension

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Concrete Technology and Design of Concrete Structures
For concreting of heavily reinforced sections without vibration, the workability of concrete expressed as compacting factor should be

Above 0.92
0.85 - 0.92
0.75 - 0.80
0.75 - 0.80

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Concrete Technology and Design of Concrete Structures
The main reinforcement in the heel of a T-shaped R.C. retaining wall is provided on

None of these
both top and bottom faces perpendicular to wall
bottom face perpendicular to wall
top face perpendicular to wall

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