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Concrete Technology and Design of Concrete Structures

Concrete Technology and Design of Concrete Structures
Ratio of permissible stress in direct compression and bending compression is

between 1.5 and 2.0
between 1 and 1.5
less than 1
greater than 2

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Concrete Technology and Design of Concrete Structures
Ultimate strength of cold drawn high steel wires

None of these
does not depend on diameter of bar
decreases with increase in diameter of bar
increases with increase in diameter of bar

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Concrete Technology and Design of Concrete Structures
According to IS : 456- 1978, minimum slenderness ratio for a short column is

less than 12
less than 18
more than 24
between 18 and 24

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Concrete Technology and Design of Concrete Structures
In a counterfort retaining wall, the main reinforcement is provided on thei) bottom face in front counterfortii) inclined face in front counterfortiii) bottom face in back counterfortiv) inclined face in back counterEortThe correct answer is

(i) and (iv)
(ii) and (iii)
(iii) and (iv)
(i) and (ii),

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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

30 mm
15 mm
10 mm
20 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

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

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