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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

3 days
24 to 48 hours
14 days
7 days

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Concrete Technology and Design of Concrete Structures
If nominal shear stress tv exceeds the design shear strength of concrete xc, the nominal shear reinforcement as per IS : 456-1978 shall be provided for carrying a shear stress equal to

Tv + Tc
xc
xv

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Concrete Technology and Design of Concrete Structures
Workability of concrete is inversely proportional to

size of aggregate
the air in the mix
time of transit
vater-cement ratio

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Concrete Technology and Design of Concrete Structures
The percentage of voids in cement is approximately

50%
40%
70%
60%

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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 post-tensioned beams
only in pretensioned beams
None of these

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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

250 mm
100 mm
150 mm
200 mm

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