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Concrete Technology and Design of Concrete Structures

Concrete Technology and Design of Concrete Structures
The load factors for live load and dead load are taken respectively as

1.5 and 1.5
1.5 and 2.2
2.2 and 2.2
2.2 and 1.5

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Concrete Technology and Design of Concrete Structures
The individual variation between test strength of sample should not be more than

±20% of average
± 10% of average
± 15% of average
±5% of average

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Concrete Technology and Design of Concrete Structures
In T-shaped R C. retaining walls, the main reinforcement in the stem is provided on

the inner face in both directions
the inner face in one direction
the front face in one direction
the front face in both directions

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Concrete Technology and Design of Concrete Structures
The design yield stress of steel according to IS: 456-1978 is (where fy is the characteristic yield strength of steel)

0.67 fy
0.57 fy
0.37 fy
0.87 fy

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Concrete Technology and Design of Concrete Structures
For a continuous slab of 3 m x 3.5 m size, the minimum overall depth of slab to satisfy vertical deflection limits is

120 mm
75 mm
100 mm
50 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 (iii)
(ii) and (iv)
(i) and (iv)
(i) and (iii)

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