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Concrete Technology and Design of Concrete Structures

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

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

All of above
Grading of the aggregate
Time of transit
Aggregate cement ratio

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Concrete Technology and Design of Concrete Structures
Ratio of permissible stress in direct compression and bending compression is

between 1.5 and 2.0
between 1 and 1.5
greater than 2
less than 1

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Concrete Technology and Design of Concrete Structures
In counterfort type retaining walls i) the vertical slab is designed as a continuous slab ii) the heel slab is designed as a continuous slab iii) the vertical slab is designed as a cantilever iv) the heel slab is designed as a cantilever The correct answer is

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

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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)

0.446 xu
0.367 xu
0.416 xu
0.573 xu

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Concrete Technology and Design of Concrete Structures
A T-shaped retaining wall mainly conssits of

one cantilever
three cantilevers
four cantilevers
two cantilevers

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