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Concrete Technology and Design of Concrete Structures

Concrete Technology and Design of Concrete Structures
The individual variation between test strength of sample should not be more than

±5% of average
± 10% of average
±20% of average
± 15% of average

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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
50 mm
40 mm
60 mm

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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

tensile everywhere
partly compressive and partly tensile
zero
compressive everywhere

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Concrete Technology and Design of Concrete Structures
In T-shaped R C. retaining walls, the main reinforcement in the stem is provided on

the front face in both directions
the front face in one direction
the inner face in both directions
the inner face in one direction

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Concrete Technology and Design of Concrete Structures
While designing the pile as a column, the end conditions are nearly

both ends hinged
both ends fixed
one end fixed and other end hinged
one end fixed and other end free

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Concrete Technology and Design of Concrete Structures
In a spherical dome subjected to concentrated load at crown or uniformly distributed load, the meridional force is always

tensile
compressive
tensile or compressive
zero

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