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Concrete Technology and Design of Concrete Structures

Concrete Technology and Design of Concrete Structures
In case of hand mixing of concrete, the extra cement to be added is

20%
5%
15%
10%

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

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

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Concrete Technology and Design of Concrete Structures
The factor of safety for

steel and concrete are same
None of these
steel is lower than that for concrete
steel is higher than that for concrete

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Concrete Technology and Design of Concrete Structures
The average permissible stress in bond for plain bars in tension is

increased by 10% for bars in compression
decreased by 10% for bars in compression
decreased by 25% for bars in compression
increased by 25% for bars in compression

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Concrete Technology and Design of Concrete Structures
For the design of retaining walls, the minimum factor of safety against overturning is taken as

1.5
3
2
2.5

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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

0.75 - 0.80
0.75 - 0.80
Above 0.92
0.85 - 0.92

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