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Concrete Technology and Design of Concrete Structures

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

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

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Concrete Technology and Design of Concrete Structures
The main reason for providing number of reinforcing bars at a support in a simply supported beam is to resist in that zone

compressive stress
shear stress
bond stress
tensile stress

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Concrete Technology and Design of Concrete Structures
Due to shrinkage stresses, a simply supported beam having reinforcement only at bottom tends to

None of these
Deflect downward
Deflect upward
Deflect downward or upward

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

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

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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
14 days
7 days
24 to 48 hours

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Concrete Technology and Design of Concrete Structures
According to IS: 456-1978, the maximum reinforcement in a column is

8 %
4%
6 %
2 %

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