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Concrete Technology and Design of Concrete Structures

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

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

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

50mm
25 mm
15 mm
20 mm

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

40%
60%
70%
50%

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Concrete Technology and Design of Concrete Structures
Finer grinding of cement

both (a) and (b)
affects only the ultimate strength
affects only the early development of strength
does not affect the strength

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Concrete Technology and Design of Concrete Structures
For a cantilever of effective depth of 0.5m, the maximum span to satisfy vertical deflection limit is

3.5 m
5 m
6 m
4 m

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

10 %
20%
15%
5%

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