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Concrete Technology and Design of Concrete Structures

Concrete Technology and Design of Concrete Structures
According to ISI recommendations, the maximum depth of stress block for balanced section of a beam of effective depth d is

0.68 d
0.43 d
0.55 d
0.85 d

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Concrete Technology and Design of Concrete Structures
Approximate value of shrinkage strain in concrete, is

3.0E-5
0.003
0.0003
0.03

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Concrete Technology and Design of Concrete Structures
The maximum value of hoop compression in a dome is given by (where, w = load per unit area of surface of dome R = radius of curvature d = thickness of dome)

wR/d
wR/2d
2wR/d
wR / 4d

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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

70 %
60%
50%
40%

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

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

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

two cantilevers
three cantilevers
four cantilevers
one cantilever

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