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Concrete Technology and Design of Concrete Structures

Concrete Technology and Design of Concrete Structures
According to ISI recommendations, the maximum depth of stress block for balanced section of a beam of effective depth d is

0.85 d
0.43 d
0.55 d
0.68 d

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Concrete Technology and Design of Concrete Structures
Maximum distance between expansion joints in structures as per IS : 456 – 1978 is

20 m
30 m
45 m
60 m

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Concrete Technology and Design of Concrete Structures
The load carrying capacity of a helically reinforced column as compared to that of a tied column is about

10% more
5% more
10% less
5% less

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Concrete Technology and Design of Concrete Structures
In the design of a front counterfort in a counterfort retaining wall, the main reinforcement is provided oni) bottom face near counterfortii) top face near counterfortiii) bottom face near centre of spaniv) top face near centre of span The correct answer is

only (ii)
both (ii) and (iii)
both (i) and (iv)
only (i)

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

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

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Concrete Technology and Design of Concrete Structures
Shrinkage of concrete depends uponi) humidity of atmosphereii) passage of timeiii) stressThe correct answer is

All (i), (ii) and (iii)
(ii) and (iii)
only (iii)
(i) and (ii)

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