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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

7 days
24 to 48 hours
14 days
3 days

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Concrete Technology and Design of Concrete Structures
In working stress design, permissible bond stress in the case of deformed bars is more than that in plain bars by

70 %
60%
50%
40%

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Concrete Technology and Design of Concrete Structures
The load factors for live load and dead load are taken respectively as

2.2 and 1.5
1.5 and 1.5
2.2 and 2.2
1.5 and 2.2

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Concrete Technology and Design of Concrete Structures
Normally prestressing wires are arranged in the

upper part of the beam
lower part of the beam
center
anywhere

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Concrete Technology and Design of Concrete Structures
In counterfort type retaining wallsi) the vertical slab is designed as a continuous slabii) the heel slab is designed as a continuous slabiii) the vertical slab is designed as a cantileveriv) the heel slab is designed as a cantileverThe correct answer is

(i) and (iv)
(i) and (ii)
(iii) and (iv)
(ii) and (iii)

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Concrete Technology and Design of Concrete Structures
While designing the pile as a column, the end conditions are nearly

one end fixed and other end hinged
both ends fixed
both ends hinged
one end fixed and other end free

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