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Concrete Technology and Design of Concrete Structures

Concrete Technology and Design of Concrete Structures
The effect of creep on modular ratio is

either to decrease or to increase it
to keep it unchanged
to decrease it
to increase it

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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

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

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Concrete Technology and Design of Concrete Structures
The relation between modulus of rupture fcr, splitting strength fcs and direct tensile strength fcl is given by

fc5>fcr>fC
fcr>fcs>fc.
fcr
tcr – rcs = tct

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

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

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

0.003
0.03
0.0003
3.0E-5

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Concrete Technology and Design of Concrete Structures
The minimum cover to the ties or spirals should not be less than

50mm
25 mm
15 mm
20 mm

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