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Concrete Technology and Design of Concrete Structures

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

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

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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
Above 0.92
0.85 - 0.92
0.75 - 0.80

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Concrete Technology and Design of Concrete Structures
The minimum cover in a slab should neither be less than the diameter of bar nor less than

30 mm
10 mm
20 mm
15 mm

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Concrete Technology and Design of Concrete Structures
In reinforced concrete footing on soil, the minimum thickness at edge should not be less than

200 mm
100 mm
250 mm
150 mm

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Concrete Technology and Design of Concrete Structures
Maximum quantity of water needed per 50 kg of cement for M 15 grade of concrete is

34 liters
28 liters
32 liters
30 liters

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Concrete Technology and Design of Concrete Structures
Critical section for shear in case of flat slabs is at a distance of

d/2 from periphery of column/capital/ drop panel
at the drop panel of slab
effective depth of slab from periphery of column/drop panel
at the periphery of column

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