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Concrete Technology and Design of Concrete Structures

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

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

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

20 mm
25 mm
50mm
15 mm

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Concrete Technology and Design of Concrete Structures
The depth of footing for an isolated column is governed byi) maximum bending momentii) shear forceiii) punching shear The correct answer is

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

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Concrete Technology and Design of Concrete Structures
To minimize the effect of differential settlement, the area of a footing should be designed for

Dead load + fraction of live load
Dead load + live load
Dead load only
Live load + fraction of dead load

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Concrete Technology and Design of Concrete Structures
Bulking of sand is maximum if moisture content is about

7%
5%
4%
6%

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

30 m
20 m
45 m
60 m

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