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Concrete Technology and Design of Concrete Structures

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

40%
60%
70 %
50%

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Concrete Technology and Design of Concrete Structures
The depth of footing for an isolated column is governed by i) maximum bending moment ii) shear force iii) punching shear The correct answer is

(i), (ii) and (iii)
only (i)
(i) and (iii)
(i) and (ii)

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Concrete Technology and Design of Concrete Structures
The approximate value of the ratio between direct tensile strength and flexural strength is

0.5
0.75
1
0.33

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

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

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

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

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Concrete Technology and Design of Concrete Structures
Maximum quantity of water needed per 50 kg of cement for M 15 grade of concrete is

30 liters
28 liters
34 liters
32 liters

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