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Concrete Technology and Design of Concrete Structures

Concrete Technology and Design of Concrete Structures
When shear stress exceeds the permissible limit in a slab, then it is reduced by

Providing shear reinforcement
Using thinner bars but more in number
Increasing the depth
Using high strength steel

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Concrete Technology and Design of Concrete Structures
The minimum cover to the ties or spirals should not be less than

15 mm
25 mm
50mm
20 mm

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Concrete Technology and Design of Concrete Structures
In reinforced concrete footing on soil, the minimum thickness at edge should not be less than

100 mm
250 mm
200 mm
150 mm

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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
bottom face perpendicular to wall
top face perpendicular to wall

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

3.0E-5
0.0003
0.03
0.003

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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
7 days
3 days
14 days

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