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Concrete Technology and Design of Concrete Structures

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

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Concrete Technology and Design of Concrete Structures
Minimum thickness of load bearing RCC wall should be

105 mm
100 mm
50 mm
40 mm

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Concrete Technology and Design of Concrete Structures
Approximate value of shrinkage strain in concrete, is

0.03
0.0003
3.0E-5
0.003

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Concrete Technology and Design of Concrete Structures
The centroid of compressive force, from the extreme compression fiber, in limit state design lies at a distance of (where xu is the depth of neutral axis at the limit state of collapse)

0.573 xu
0.367 xu
0.446 xu
0.416 xu

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

7%
5%
6%
4%

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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

45mm
50 mm
40 mm
60 mm

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