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Concrete Technology and Design of Concrete Structures

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

25 mm
20 mm
50mm
15 mm

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Concrete Technology and Design of Concrete Structures
In counterfort type retaining walls i) the vertical slab is designed as a continuous slab ii) the heel slab is designed as a continuous slab iii) the vertical slab is designed as a cantilever iv) the heel slab is designed as a cantilever The correct answer is

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

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

40 mm
105 mm
100 mm
50 mm

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Concrete Technology and Design of Concrete Structures
Admixtures which cause early setting, and hardening of concrete are called

retarders
air entraining agents
accelerators
workability admixtures

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

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

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Concrete Technology and Design of Concrete Structures
The load factors for live load and dead load are taken respectively as

2.2 and 2.2
1.5 and 2.2
2.2 and 1.5
1.5 and 1.5

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