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Concrete Technology and Design of Concrete Structures

Concrete Technology and Design of Concrete Structures
The design yield stress of steel according to IS: 456-1978 is (where fy is the characteristic yield strength of steel)

0.87 fy
0.37 fy
0.67 fy
0.57 fy

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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

60%
70 %
50%
40%

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Concrete Technology and Design of Concrete Structures
In a spherical dome subjected to concentrated load at crown or uniformly distributed load, the meridional force is always

zero
tensile or compressive
compressive
tensile

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Concrete Technology and Design of Concrete Structures
A beam curved in plan is designed for

bending moment and torsion
bending moment and shear
shear and torsion
bending moment, shear and torsion

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Concrete Technology and Design of Concrete Structures
If the depth of actual neutral axis in a beam is more than the depth of critical neutral axis, then the beam is called

over-reinforced beam
None of these
under-reinforced beam
balanced beam

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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 less than 1
is always greater than 1

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