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Concrete Technology and Design of Concrete Structures

Concrete Technology and Design of Concrete Structures
When shear stress exceeds the permissible limit in a slab, then it is reduced by

Using thinner bars but more in number
Increasing the depth
Providing shear reinforcement
Using high strength steel

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Concrete Technology and Design of Concrete Structures
In a counterfort retaining wall, the main reinforcement is provided on the i) bottom face in front counterfort ii) inclined face in front counterfort iii) bottom face in back counterfort iv) inclined face in back counterEort The correct answer is

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

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Concrete Technology and Design of Concrete Structures
The depth of footing for an isolated column is governed byi) maximum bending momentii) shear forceiii) punching shear The correct answer is

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

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

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

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Concrete Technology and Design of Concrete Structures
The permissible diagonal tensile stress in reinforced brick work is

zero
about 1.0 N/mm²
about 0.1 N/mm²
0.3 N/mm² to 0.7 N/mm²

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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 ?

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

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