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Concrete Technology and Design of Concrete Structures

Concrete Technology and Design of Concrete Structures
The minimum cover to the ties or spirals should not be less than

50mm
15 mm
20 mm
25 mm

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Concrete Technology and Design of Concrete Structures
Due to shrinkage stresses, a simply supported beam having reinforcement only at bottom tends to

Deflect upward
Deflect downward
Deflect downward or upward
None of these

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

workability
the unit weight
strength
the effects of temperature variations

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Concrete Technology and Design of Concrete Structures
The factor of safety for

steel is higher than that for concrete
steel is lower than that for concrete
steel and concrete are same
None of these

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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

70 %
50%
60%
40%

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

2 %
6 %
8 %
4%

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