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Concrete Technology and Design of Concrete Structures

Concrete Technology and Design of Concrete Structures
According to IS: 456-1978, the maximum reinforcement in a column is

6 %
4%
8 %
2 %

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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

0.85 - 0.92
0.75 - 0.80
0.75 - 0.80
Above 0.92

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Concrete Technology and Design of Concrete Structures
Ultimate strength of cold drawn high steel wires

decreases with increase in diameter of bar
does not depend on diameter of bar
None of these
increases with increase in diameter of bar

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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

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

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Concrete Technology and Design of Concrete Structures
Shrinkage of concrete depends uponi) humidity of atmosphereii) passage of timeiii) stress The correct answer is

only (iii)
(i) and (ii)
All (i), (ii) and (iii)
(ii) and (iii)

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

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

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