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Concrete Technology and Design of Concrete Structures

Concrete Technology and Design of Concrete Structures
The individual variation between test strength of sample should not be more than

± 15% of average
± 10% of average
±5% of average
±20% of average

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

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

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Concrete Technology and Design of Concrete Structures
For a cantilever of effective depth of 0.5m, the maximum span to satisfy vertical deflection limit is

6 m
3.5 m
4 m
5 m

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Concrete Technology and Design of Concrete Structures
In order to obtain the best workability of concrete, the preferred shape of aggregate is

All of these
elongated
rounded
angular

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

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

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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

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

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