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Concrete Technology and Design of Concrete Structures

Concrete Technology and Design of Concrete Structures
The fineness modulus of fine aggregate is in the range of

2.0 to 3.5
5.0 to 7.0
6.0 to 8.5
3.5 to 5.0

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Concrete Technology and Design of Concrete Structures
For walls, columns and vertical faces of all structural members, the form work is generally removed after

24 to 48 hours
3 days
7 days
14 days

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

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

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Concrete Technology and Design of Concrete Structures
In working stress design, permissible bond stress in the case of deformed bars is more than that in plain bars by

60%
70 %
40%
50%

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

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

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Concrete Technology and Design of Concrete Structures
Cube strength of controlled concrete to be used for pretensioned and post-tensioned work respectively should not be less than

42 MPa and 35 MPa
42 MPa and 53 MPa
35 MPa and 42 MPa
53 MPa and 42 MPa

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