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

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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

50%
60%
40%
70 %

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Concrete Technology and Design of Concrete Structures
A continuous beam is deemed to be a deep beam when the ratio of effective span to overall depth (1/D) is less than

3.5
2.5
5.5
4.5

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Concrete Technology and Design of Concrete Structures
Poisson’s ratio for concrete

None of these
remains constant
increases with richer mixes
decreases with richer mixes

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Concrete Technology and Design of Concrete Structures
The load factors for live load and dead load are taken respectively as

2.2 and 2.2
1.5 and 2.2
2.2 and 1.5
1.5 and 1.5

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Concrete Technology and Design of Concrete Structures
The main reinforcement in the heel of a T-shaped R.C. retaining wall is provided on

both top and bottom faces perpendicular to wall
None of these
top face perpendicular to wall
bottom face perpendicular to wall

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