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Concrete Technology and Design of Concrete Structures

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

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Concrete Technology and Design of Concrete Structures
Diagonal tension in a beam

Is maximum at neutral axis
Decreases below the neutral axis and increases above the neutral axis
Remains same
Increases below the neutral axis and decreases above the neutral axis

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Concrete Technology and Design of Concrete Structures
The ratio of the diameter of reinforcing bars and the slab thickness is

1/8
1/4
1/6
1/5

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Concrete Technology and Design of Concrete Structures
Approximate value of shrinkage strain in concrete, is

0.0003
3.0E-5
0.03
0.003

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Concrete Technology and Design of Concrete Structures
If the storey height is equal to length of RCC wall, the percentage increase in strength is

20
10
30

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Concrete Technology and Design of Concrete Structures
The percentage of reinforcement in case of slabs, when high strength deformed bars are used is not less than

0.13
0.14
0.12
0.15

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