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Concrete Technology and Design of Concrete Structures

Concrete Technology and Design of Concrete Structures
Maximum distance between expansion joints in structures as per IS : 456 – 1978 is

20 m
60 m
45 m
30 m

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

All of above
Time of transit
Aggregate cement ratio
Grading of the aggregate

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Concrete Technology and Design of Concrete Structures
The main reason for providing number of reinforcing bars at a support in a simply supported beam is to resist in that zone

compressive stress
bond stress
tensile stress
shear stress

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Concrete Technology and Design of Concrete Structures
For a longitudinal reinforcing bar in a column, the minimum cover shall neither be less than the diameter of bar nor less than

40 mm
60 mm
50 mm
45mm

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Concrete Technology and Design of Concrete Structures
The slab is designed as one way if the ratio of long span to short span is

less than 1
between 1.5 and 2
between 1 and 1.5
greater than 2

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Concrete Technology and Design of Concrete Structures
Shrinkage of concrete depends upon i) humidity of atmosphere ii) passage of time iii) stress The correct answer is

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

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