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Concrete Technology and Design of Concrete Structures

Concrete Technology and Design of Concrete Structures
For a cantilever of effective depth of 0.5m, the maximum span to satisfy vertical deflection limit is

6 m
5 m
4 m
3.5 m

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Concrete Technology and Design of Concrete Structures
In a counterfort retaining wall, the main reinforcement in the stem at mid span is provided on

inner face only
None of these
both front face and inner face
front face only

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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)

0.416 xu
0.367 xu
0.446 xu
0.573 xu

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

four cantilevers
one cantilever
two cantilevers
three cantilevers

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Concrete Technology and Design of Concrete Structures
For a slab supported on its four edges with corners held down and loaded uniformly, the Marcus correction factor to the moments obtained by Grashoff Rankine’s theory

is always less than 1
can be more than 1
is always greater than 1
can be less than 1

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Concrete Technology and Design of Concrete Structures
The depth of footing for an isolated column is governed by
i) maximum bending moment
ii) shear force
iii) punching shear
The correct answer is

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

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