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Concrete Technology and Design of Concrete Structures

Concrete Technology and Design of Concrete Structures
In a counterfort retaining wall, the main reinforcement in the stem at mid span is provided on

front face only
inner face only
None of these
both front face and inner face

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Concrete Technology and Design of Concrete Structures
For the design of retaining walls, the minimum factor of safety against overturning is taken as

2.5
3
1.5
2

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Concrete Technology and Design of Concrete Structures
According to Whitney’s theory, ultimate strain of concrete is assumed to be

0.3%
0.6%
0.4%
0.5%

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

0.03
3.0E-5
0.003
0.0003

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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

70 %
50%
60%
40%

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Concrete Technology and Design of Concrete Structures
If a beam fails in bond, then its bond strength can be increased most economi-cally by

using thinner bars but more in number
increasing the depth of beam
providing vertical stirrups
using thicker bars but less in number

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