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Concrete Technology and Design of Concrete Structures

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

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

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Concrete Technology and Design of Concrete Structures
The minimum cover in a slab should neither be less than the diameter of bar nor less than

30 mm
15 mm
10 mm
20 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

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

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

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

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Concrete Technology and Design of Concrete Structures
In counterfort retaining walls, the main reinforcement in the stem at support is

Provided only on front face
Not provided
Provided only on inner face
Provided both on inner and front faces

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

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