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Concrete Technology and Design of Concrete Structures

Concrete Technology and Design of Concrete Structures
For a longitudinal reinforcing bar in a column, the minimum cover shall neither be less than the diameter of bar nor less than

40 mm
60 mm
45mm
50 mm

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Concrete Technology and Design of Concrete Structures
Ultimate strength of cold drawn high steel wires

decreases with increase in diameter of bar
increases with increase in diameter of bar
does not depend on diameter of bar
None of these

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

time of transit
vater-cement ratio
the air in the mix
size of aggregate

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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

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

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

105 mm
50 mm
100 mm
40 mm

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

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