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Concrete Technology and Design of Concrete Structures

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

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

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

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Concrete Technology and Design of Concrete Structures
Increase in the moisture content in concrete

reduces the strength
does not change the strength
increases the strength
All of these

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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
6 m
4 m
5 m

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Concrete Technology and Design of Concrete Structures
For walls, columns and vertical faces of all structural members, the form work is generally removed after

24 to 48 hours
14 days
3 days
7 days

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Concrete Technology and Design of Concrete Structures
In symmetrically reinforced sections, shrinkage stresses in concrete and steel are respectively

tensile and compressive
compressive and tensile
both compressive
both tensile

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