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Concrete Technology and Design of Concrete Structures

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 symmetrically reinforced sections, shrinkage stresses in concrete and steel are respectively

both compressive
tensile and compressive
both tensile
compressive and tensile

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Concrete Technology and Design of Concrete Structures
Maximum percentage reinforcement in case of slabs is limited to

4
9
2
8

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

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

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Concrete Technology and Design of Concrete Structures
The minimum cover to the ties or spirals should not be less than

25 mm
20 mm
50mm
15 mm

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Concrete Technology and Design of Concrete Structures
If the permissible stress in steel in tension is 140 N/mm², then the depth of neutral axis for a singly reinforced rectangular balanced section will be

0.45 d
0.40 d
dependent on grade of concrete also
0.35 d

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