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Concrete Technology and Design of Concrete Structures

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)

0.446 xu
0.416 xu
0.367 xu
0.573 xu

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Concrete Technology and Design of Concrete Structures
The permissible diagonal tensile stress in reinforced brick work is

zero
about 0.1 N/mm²
about 1.0 N/mm²
0.3 N/mm² to 0.7 N/mm²

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Concrete Technology and Design of Concrete Structures
The minimum cover in a slab should neither be less than the diameter of bar nor less than

20 mm
10 mm
15 mm
30 mm

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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

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

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Concrete Technology and Design of Concrete Structures
According to IS: 456-1978, the column or the strut is the member whose effective length is greater than

The least lateral dimension
4 times the least lateral dimension
2 times the least lateral dimension
3 times the least lateral dimension

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

60%
50%
70%
40%

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