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Concrete Technology and Design of Concrete Structures

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

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

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Concrete Technology and Design of Concrete Structures
For walls, columns and vertical faces of all structural members, the form work is generally removed after

3 days
7 days
24 to 48 hours
14 days

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Concrete Technology and Design of Concrete Structures
In T-shaped R C. retaining walls, the main reinforcement in the stem is provided on

the inner face in one direction
the front face in both directions
the inner face in both directions
the front face in one direction

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Concrete Technology and Design of Concrete Structures
Maximum distance between expansion joints in structures as per IS : 456 – 1978 is

60 m
20 m
30 m
45 m

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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
According to IS: 456-1978, the column or the strut is the member whose effective length is greater than

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

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