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Concrete Technology and Design of Concrete Structures

Concrete Technology and Design of Concrete Structures
To minimize the effect of differential settlement, the area of a footing should be designed for

Dead load only
Dead load + live load
Dead load + fraction of live load
Live load + fraction of dead load

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Concrete Technology and Design of Concrete Structures
In a spherical dome the hoop stress due to a concentrated load at crown is

partly compressive and partly tensile
tensile everywhere
zero
compressive everywhere

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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
0.446 xu
0.416 xu
0.367 xu

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

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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/2d
wR / 4d
2wR/d

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Concrete Technology and Design of Concrete Structures
The effect of creep on modular ratio is

to keep it unchanged
to decrease it
to increase it
either to decrease or to increase it

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