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Concrete Technology and Design of Concrete Structures

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
2
3
1.5

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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

60%
50%
70 %
40%

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Concrete Technology and Design of Concrete Structures
1% of voids in a concrete mix would reduce its strength by about

20%
5%
10 %
15%

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Concrete Technology and Design of Concrete Structures
Air entrainment in the concrete increases

strength
the unit weight
the effects of temperature variations
workability

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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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Concrete Technology and Design of Concrete Structures
The average permissible stress in bond for plain bars in tension is

decreased by 10% for bars in compression
increased by 25% for bars in compression
decreased by 25% for bars in compression
increased by 10% for bars in compression

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