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Concrete Technology and Design of Concrete Structures

Concrete Technology and Design of Concrete Structures
Normally prestressing wires are arranged in the

center
anywhere
upper part of the beam
lower part of the beam

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Concrete Technology and Design of Concrete Structures
The minimum diameter of longitudinal bars in a column is

6 mm
8 mm
16 mm
12 mm

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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

40%
60%
50%
70 %

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Concrete Technology and Design of Concrete Structures
The main reason for providing number of reinforcing bars at a support in a simply supported beam is to resist in that zone

compressive stress
shear stress
tensile stress
bond stress

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Concrete Technology and Design of Concrete Structures
In symmetrically reinforced sections, shrinkage stresses in concrete and steel are respectively

both compressive
compressive and tensile
tensile and compressive
both tensile

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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

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

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