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CONCRETE TECHNOLOGY AND DESIGN OF CONCRETE STRUCTURES

Concrete Technology and Design of Concrete Structures
In working stress design, permissible bond stress in the case of deformed bars is more than that in plain bars by

40%
70 %
50%
60%

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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

Above 0.92
0.75 - 0.80
0.75 - 0.80
0.85 - 0.92

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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%
0.6%
0.3%

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Concrete Technology and Design of Concrete Structures
Ultimate strength of cold drawn high steel wires

None of these
does not depend on diameter of bar
decreases with increase in diameter of bar
increases with increase in diameter of bar

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Concrete Technology and Design of Concrete Structures
In symmetrically reinforced sections, shrinkage stresses in concrete and steel are respectively

tensile and compressive
compressive and tensile
both compressive
both tensile

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