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Concrete Technology and Design of Concrete Structures

Concrete Technology and Design of Concrete Structures
Poisson’s ratio for concrete

decreases with richer mixes
None of these
remains constant
increases with richer mixes

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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)

0.67 fy
0.57 fy
0.37 fy
0.87 fy

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Concrete Technology and Design of Concrete Structures
If a beam fails in bond, then its bond strength can be increased most economi-cally by

using thinner bars but more in number
using thicker bars but less in number
increasing the depth of beam
providing vertical stirrups

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

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

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Concrete Technology and Design of Concrete Structures
In a spherical dome the hoop stress due to a concentrated load at crown is

partly compressive and partly tensile
compressive everywhere
tensile everywhere
zero

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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

5 m
4 m
6 m
3.5 m

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