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Concrete Technology and Design of Concrete Structures

Concrete Technology and Design of Concrete Structures
Increase in the moisture content in concrete

reduces the strength
does not change the strength
All of these
increases the strength

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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%
70 %
50%
40%

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Concrete Technology and Design of Concrete Structures
The load carrying capacity of a helically reinforced column as compared to that of a tied column is about

10% more
10% less
5% less
5% more

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

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

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Concrete Technology and Design of Concrete Structures
According to IS: 456-1978, the column or the strut is the member whose effective length is greater than

2 times the least lateral dimension
The least lateral dimension
4 times the least lateral dimension
3 times the least lateral dimension

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Concrete Technology and Design of Concrete Structures
For concreting of heavily reinforced sections without vibration, the workability of concrete expressed as compacting factor should be

Above 0.92
0.75 - 0.80
0.85 - 0.92
0.75 - 0.80

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