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Concrete Technology and Design of Concrete Structures

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

2 %
6 %
4%
8 %

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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

0.33
0.5
0.75
1

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Concrete Technology and Design of Concrete Structures
The load carrying capacity of a helically reinforced column as compared to that of a tied column is about

5% less
10% less
5% more
10% more

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Concrete Technology and Design of Concrete Structures
For a cantilever of effective depth of 0.5m, the maximum span to satisfy vertical deflection limit is

6 m
5 m
4 m
3.5 m

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Concrete Technology and Design of Concrete Structures
Strength of concrete increases with

decrease in size of aggregate
increase in fineness of cement
increase in water-cement ratio
decrease in curing time

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

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

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