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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

workability admixtures
air entraining agents
accelerators
retarders

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

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

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Concrete Technology and Design of Concrete Structures
For a longitudinal reinforcing bar in a column, the minimum cover shall neither be less than the diameter of bar nor less than

45mm
60 mm
40 mm
50 mm

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Concrete Technology and Design of Concrete Structures
The permissible diagonal tensile stress in reinforced brick work is

zero
about 1.0 N/mm²
about 0.1 N/mm²
0.3 N/mm² to 0.7 N/mm²

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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
tensile everywhere
partly compressive and partly tensile

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Concrete Technology and Design of Concrete Structures
Ratio of permissible stress in direct compression and bending compression is

between 1 and 1.5
less than 1
greater than 2
between 1.5 and 2.0

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