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Concrete Technology and Design of Concrete Structures

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)

0.416 xu
0.367 xu
0.446 xu
0.573 xu

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Concrete Technology and Design of Concrete Structures
In counterfort type retaining wallsi) the vertical slab is designed as a continuous slabii) the heel slab is designed as a continuous slabiii) the vertical slab is designed as a cantileveriv) the heel slab is designed as a cantileverThe correct answer is

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

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Concrete Technology and Design of Concrete Structures
Strength of concrete increases with

decrease in size of aggregate
increase in fineness of cement
increase in water-cement ratio
decrease in curing time

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Concrete Technology and Design of Concrete Structures
In case of hand mixing of concrete, the extra cement to be added is

15%
20%
5%
10%

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Concrete Technology and Design of Concrete Structures
In working stress design, permissible bond stress in the case of deformed bars is more than that in plain bars by

50%
70 %
40%
60%

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Concrete Technology and Design of Concrete Structures
Which of the following losses of prestress occurs only in pretensioning and not in post-tensioning ?

creep of concrete
loss due to friction
elastic shortening of concrete
shrinkage of concrete

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