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Concrete Technology and Design of Concrete Structures

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)

0.367 xu
0.446 xu
0.416 xu
0.573 xu

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Concrete Technology and Design of Concrete Structures
Ratio of permissible stress in direct compression and bending compression is

less than 1
greater than 2
between 1 and 1.5
between 1.5 and 2.0

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

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Concrete Technology and Design of Concrete Structures
In reinforced concrete footing on soil, the minimum thickness at edge should not be less than

250 mm
100 mm
200 mm
150 mm

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Concrete Technology and Design of Concrete Structures
Bulking of sand is maximum if moisture content is about

5%
4%
6%
7%

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Concrete Technology and Design of Concrete Structures
The main reinforcement in the heel of a T-shaped R.C. retaining wall is provided on

both top and bottom faces perpendicular to wall
bottom face perpendicular to wall
None of these
top face perpendicular to wall

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