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Concrete Technology and Design of Concrete Structures

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

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

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Concrete Technology and Design of Concrete Structures
Ratio of permissible stress in direct compression and bending compression is

between 1.5 and 2.0
less than 1
greater than 2
between 1 and 1.5

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Concrete Technology and Design of Concrete Structures
Workability of concrete is inversely proportional to

the air in the mix
time of transit
vater-cement ratio
size of aggregate

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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 1.5
1.5 and 1.5
1.5 and 2.2
2.2 and 2.2

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Concrete Technology and Design of Concrete Structures
The percentage of voids in cement is approximately

50%
70%
40%
60%

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

0.003
0.0003
3.0E-5
0.03

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