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Concrete Technology and Design of Concrete Structures

Concrete Technology and Design of Concrete Structures
For concreting of heavily reinforced sections without vibration, the workability of concrete expressed as compacting factor should be

0.85 - 0.92
Above 0.92
0.75 - 0.80
0.75 - 0.80

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Concrete Technology and Design of Concrete Structures
Finer grinding of cement

affects only the ultimate strength
does not affect the strength
both (a) and (b)
affects only the early development of strength

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Concrete Technology and Design of Concrete Structures
The main reinforcement in the heel of a T-shaped R.C. retaining wall is provided on

bottom face perpendicular to wall
both top and bottom faces perpendicular to wall
None of these
top face perpendicular to wall

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Concrete Technology and Design of Concrete Structures
Modulus of rupture of concrete is a measure of

split tensile strength
direct tensile strength
flexural tensile strength
compressive strength

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

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

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

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