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Concrete Technology and Design of Concrete Structures

Concrete Technology and Design of Concrete Structures
The limits of percentage p of the longitudinal reinforce-ment in a column is given by

0.8% to 6%
0.15% to 2%
0.8% to 4%
0.8% to 8%

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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

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

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Concrete Technology and Design of Concrete Structures
Maximum distance between expansion joints in structures as per IS : 456 – 1978 is

45 m
60 m
30 m
20 m

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

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

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Concrete Technology and Design of Concrete Structures
Strength of concrete increases with

decrease in curing time
decrease in size of aggregate
increase in fineness of cement
increase in water-cement ratio

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

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

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