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Concrete Technology and Design of Concrete Structures

Concrete Technology and Design of Concrete Structures
The recommended value of modular ratio for reinforced brick work is

99
40
88
35

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Concrete Technology and Design of Concrete Structures
The permissible diagonal tensile stress in reinforced brick work is

about 1.0 N/mm²
about 0.1 N/mm²
zero
0.3 N/mm² to 0.7 N/mm²

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Concrete Technology and Design of Concrete Structures
The limits of percentage p of the longitudinal reinforce-ment in a column is given by

0.8% to 6%
0.8% to 8%
0.8% to 4%
0.15% to 2%

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

50mm
25 mm
20 mm
15 mm

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Concrete Technology and Design of Concrete Structures
Critical section for shear in case of flat slabs is at a distance of

effective depth of slab from periphery of column/drop panel
at the drop panel of slab
d/2 from periphery of column/capital/ drop panel
at the periphery of column

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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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