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Concrete Technology and Design of Concrete Structures

Concrete Technology and Design of Concrete Structures
For a simply supported beam of span 15m, the minimum effective depth to satisfy the vertical deflection limits should be

more than 1 m
600 mm
900 mm
750 mm

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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 counterfort retaining walls, the main reinforcement in the stem at support is

Not provided
Provided only on inner face
Provided both on inner and front faces
Provided only on front face

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

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

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Concrete Technology and Design of Concrete Structures
Workability of concrete is directly proportional to

Time of transit
Aggregate cement ratio
All of above
Grading of the aggregate

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Concrete Technology and Design of Concrete Structures
The minimum diameter of longitudinal bars in a column is

12 mm
16 mm
6 mm
8 mm

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