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Concrete Technology and Design of Concrete Structures

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
3 days
14 days
7 days

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Concrete Technology and Design of Concrete Structures
Minimum thickness of load bearing RCC wall should be

40 mm
100 mm
50 mm
105 mm

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Concrete Technology and Design of Concrete Structures
The permissible diagonal tensile stress in reinforced brick work is

0.3 N/mm² to 0.7 N/mm²
zero
about 0.1 N/mm²
about 1.0 N/mm²

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

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

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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

5.5
3.5
4.5
2.5

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Concrete Technology and Design of Concrete Structures
The fineness modulus of fine aggregate is in the range of

3.5 to 5.0
6.0 to 8.5
5.0 to 7.0
2.0 to 3.5

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