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Concrete Technology and Design of Concrete Structures

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

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Concrete Technology and Design of Concrete Structures
The maximum value of hoop compression in a dome is given by (where, w = load per unit area of surface of dome R = radius of curvature d = thickness of dome)

wR/d
wR / 4d
wR/2d
2wR/d

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Concrete Technology and Design of Concrete Structures
The main reason for providing number of reinforcing bars at a support in a simply supported beam is to resist in that zone

compressive stress
bond stress
tensile stress
shear stress

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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

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

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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

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

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Concrete Technology and Design of Concrete Structures
In counterfort retaining walls, the main reinforcement in the stem at support is

Not provided
Provided only on inner face
Provided both on inner and front faces
Provided only on front face

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