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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

600 mm
more than 1 m
900 mm
750 mm

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Concrete Technology and Design of Concrete Structures
Approximate value of shrinkage strain in concrete, is

3.0E-5
0.03
0.003
0.0003

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Concrete Technology and Design of Concrete Structures
If a beam fails in bond, then its bond strength can be increased most economi-cally by

using thinner bars but more in number
providing vertical stirrups
increasing the depth of beam
using thicker bars but less in number

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Concrete Technology and Design of Concrete Structures
For concreting of heavily reinforced sections without vibration, the workability of concrete expressed as compacting factor should be

0.75 - 0.80
Above 0.92
0.85 - 0.92
0.75 - 0.80

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

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

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Concrete Technology and Design of Concrete Structures
According to Whitney’s theory, ultimate strain of concrete is assumed to be

0.4%
0.5%
0.3%
0.6%

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