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Concrete Technology and Design of Concrete Structures

Concrete Technology and Design of Concrete Structures
For a cantilever of effective depth of 0.5m, the maximum span to satisfy vertical deflection limit is

3.5 m
4 m
6 m
5 m

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Concrete Technology and Design of Concrete Structures
According to ISI recommendations, the maximum depth of stress block for balanced section of a beam of effective depth d is

0.55 d
0.68 d
0.85 d
0.43 d

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

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

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Concrete Technology and Design of Concrete Structures
The purpose of reinforcement in pre-stressed concrete is

To resist tensile stresses
To impart initial compressive stress in concrete
To provide adequate bond stress
All of these

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Concrete Technology and Design of Concrete Structures
If the depth of actual neutral axis in a beam is more than the depth of critical neutral axis, then the beam is called

None of these
balanced beam
under-reinforced beam
over-reinforced beam

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Concrete Technology and Design of Concrete Structures
For concreting of heavily reinforced sections without vibration, the workability of concrete expressed as compacting factor should be

Above 0.92
0.85 - 0.92
0.75 - 0.80
0.75 - 0.80

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