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Concrete Technology and Design of Concrete Structures

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

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Concrete Technology and Design of Concrete Structures
Normally prestressing wires are arranged in the

anywhere
center
upper part of the beam
lower part of the beam

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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 %
50%
60%
40%

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Concrete Technology and Design of Concrete Structures
Modulus of elasticity of steel as per IS : 456-1978 shall be taken as

200 kN/cm²
2xl06N/cm²
200kN/mm²
20 kN/cm²

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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
20 mm
15 mm
25 mm

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Concrete Technology and Design of Concrete Structures
In a ring beam subjected to uniformly distributed load
i) shear force at mid span is zero
ii) shear force at mid span is maximum
iii) torsion at mid span is zero
iv) torsion at mid span is maximum
The correct answer is

(ii) and (iv)
(i) and (iii)
(i) and (iv)
(ii) and (iii)

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