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Concrete Technology and Design of Concrete Structures

Concrete Technology and Design of Concrete Structures
Admixtures which cause early setting, and hardening of concrete are called

retarders
workability admixtures
accelerators
air entraining agents

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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

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

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Concrete Technology and Design of Concrete Structures
Prestress loss due to friction occurs

only in post-tensioned beams
in both post-tensioned and preten-sioned beams
None of these
only in pretensioned beams

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

20%
5%
10 %
15%

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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% less
5% more
10% more
5% less

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Concrete Technology and Design of Concrete Structures
The percentage of voids in cement is approximately

40%
50%
70%
60%

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