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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
When shear stress exceeds the permissible limit in a slab, then it is reduced by

Increasing the depth
Using high strength steel
Using thinner bars but more in number
Providing shear reinforcement

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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
20 mm
15 mm

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Concrete Technology and Design of Concrete Structures
The individual variation between test strength of sample should not be more than

±20% of average
±5% of average
± 15% of average
± 10% of average

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Concrete Technology and Design of Concrete Structures
Normally prestressing wires are arranged in the

anywhere
center
upper part of the beam
lower part of the beam

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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

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

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