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Concrete Technology and Design of Concrete Structures

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

bond stress
shear stress
tensile stress
compressive 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 or upward
Deflect downward
Deflect upward

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Concrete Technology and Design of Concrete Structures
The individual variation between test strength of sample should not be more than

± 15% of average
±20% of average
±5% of average
± 10% of average

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Concrete Technology and Design of Concrete Structures
A T-shaped retaining wall mainly conssits of

one cantilever
three cantilevers
two cantilevers
four cantilevers

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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

50%
60%
70 %
40%

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

4%
8 %
6 %
2 %

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