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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

4 m
5 m
6 m
3.5 m

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Concrete Technology and Design of Concrete Structures
Prestress loss due to friction occurs

only in pretensioned beams
in both post-tensioned and preten-sioned beams
None of these
only in post-tensioned beams

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Concrete Technology and Design of Concrete Structures
The approximate value of the ratio between direct tensile strength and flexural strength is

0.75
0.5
0.33
1

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Concrete Technology and Design of Concrete Structures
The load factors for live load and dead load are taken respectively as

1.5 and 2.2
2.2 and 2.2
1.5 and 1.5
2.2 and 1.5

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Concrete Technology and Design of Concrete Structures
The property of the ingredients to separate from each other while placing the concrete is called

shrinkage
compaction
segregation
bulking

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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
over-reinforced beam
balanced beam
under-reinforced beam

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