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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
tensile stress
shear stress
compressive stress

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Concrete Technology and Design of Concrete Structures
The limits of percentage p of the longitudinal reinforce-ment in a column is given by

0.8% to 6%
0.8% to 8%
0.15% to 2%
0.8% to 4%

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Concrete Technology and Design of Concrete Structures
The approximate value of the ratio between direct tensile strength and flexural strength is

0.5
1
0.75
0.33

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Concrete Technology and Design of Concrete Structures
1% of voids in a concrete mix would reduce its strength by about

15%
20%
5%
10 %

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Concrete Technology and Design of Concrete Structures
Diagonal tension in a beam

Is maximum at neutral axis
Remains same
Increases below the neutral axis and decreases above the neutral axis
Decreases below the neutral axis and increases above the neutral axis

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

four cantilevers
two cantilevers
three cantilevers
one cantilever

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