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Concrete Technology and Design of Concrete Structures

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
60 mm
50 mm
40 mm

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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
0.416 xu
0.367 xu
0.446 xu

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Concrete Technology and Design of Concrete Structures
In the design of a front counterfort in a counterfort retaining wall, the main reinforcement is provided oni) bottom face near counterfortii) top face near counterfortiii) bottom face near centre of spaniv) top face near centre of span The correct answer is

both (ii) and (iii)
only (ii)
both (i) and (iv)
only (i)

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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
Maximum percentage reinforcement in case of slabs is limited to

9
8
4
2

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Concrete Technology and Design of Concrete Structures
The limits of percentage p of the longitudinal reinforce-ment in a column is given by

0.8% to 4%
0.8% to 8%
0.15% to 2%
0.8% to 6%

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