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Concrete Technology and Design of Concrete Structures

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

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

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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
in both post-tensioned and preten-sioned beams
only in pretensioned beams

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Concrete Technology and Design of Concrete Structures
If the storey height is equal to length of RCC wall, the percentage increase in strength is

20
10
30

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Concrete Technology and Design of Concrete Structures
Shrinkage of concrete depends upon i) humidity of atmosphere ii) passage of time iii) stress The correct answer is

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

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Concrete Technology and Design of Concrete Structures
Modulus of elasticity of steel as per IS : 456-1978 shall be taken as

200 kN/cm²
200kN/mm²
20 kN/cm²
2xl06N/cm²

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Concrete Technology and Design of Concrete Structures
The centroid of compressive force, from the extreme compression fiber, in limit state design lies at a distance of (where xu is the depth of neutral axis at the limit state of collapse)

0.573 xu
0.367 xu
0.446 xu
0.416 xu

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