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Concrete Technology and Design of Concrete Structures

Concrete Technology and Design of Concrete Structures
The load carrying capacity of a helically reinforced column as compared to that of a tied column is about

5% less
5% more
10% less
10% more

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

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

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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
In a counterfort retaining wall, the main reinforcement in the stem at mid span is provided on

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

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Concrete Technology and Design of Concrete Structures
In symmetrically reinforced sections, shrinkage stresses in concrete and steel are respectively

compressive and tensile
both tensile
both compressive
tensile and compressive

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Concrete Technology and Design of Concrete Structures
The permissible diagonal tensile stress in reinforced brick work is

zero
about 0.1 N/mm²
about 1.0 N/mm²
0.3 N/mm² to 0.7 N/mm²

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