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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

accelerators
workability admixtures
air entraining agents
retarders

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Concrete Technology and Design of Concrete Structures
According to Whitney’s theory, ultimate strain of concrete is assumed to be

0.4%
0.5%
0.3%
0.6%

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Concrete Technology and Design of Concrete Structures
In a counterfort retaining wall, the main reinforcement in the stem at mid span is provided on

both front face and inner face
inner face only
None of these
front face only

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Concrete Technology and Design of Concrete Structures
The average permissible stress in bond for plain bars in tension is

increased by 10% for bars in compression
decreased by 10% for bars in compression
decreased by 25% for bars in compression
increased by 25% for bars in compression

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Concrete Technology and Design of Concrete Structures
In a spherical dome the hoop stress due to a concentrated load at crown is

zero
compressive everywhere
partly compressive and partly tensile
tensile everywhere

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

40%
60%
50%
70%

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