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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

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

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Concrete Technology and Design of Concrete Structures
The main reason for providing number of reinforcing bars at a support in a simply supported beam is to resist in that zone

compressive stress
shear stress
bond stress
tensile stress

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Concrete Technology and Design of Concrete Structures
In counterfort retaining walls, the main reinforcement in the stem at support is

Provided both on inner and front faces
Not provided
Provided only on inner face
Provided only on front face

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

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

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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

compressive
tensile or compressive
zero
tensile

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Concrete Technology and Design of Concrete Structures
A continuous beam is deemed to be a deep beam when the ratio of effective span to overall depth (1/D) is less than

4.5
5.5
3.5
2.5

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