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Concrete Technology and Design of Concrete Structures

Concrete Technology and Design of Concrete Structures
To minimize the effect of differential settlement, the area of a footing should be designed for

Dead load only
Dead load + fraction of live load
Live load + fraction of dead load
Dead load + live load

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Concrete Technology and Design of Concrete Structures
To determine the modulus of rupture, the size of test specimen used is

100 x100 x500 mm
100 x100 x700 mm
150 x150 x500 mm
150 x150 x700 mm

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Concrete Technology and Design of Concrete Structures
The temperature reinforcement in the vertical slab of a T-shaped R.C. retaining wall is

Provided more on inner face than on front face
Provided more on front face than on inner face
Provided equally on inner and front faces
Not needed

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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

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

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Concrete Technology and Design of Concrete Structures
In a counterfort retaining wall, the main reinforcement in the stem at mid span is provided on

front face only
inner face only
None of these
both front face and inner face

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

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