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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

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

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Concrete Technology and Design of Concrete Structures
A continuous beam is deemed to be a deep beam when the ratio of effective span to overall depth (1/D) is less than

3.5
5.5
2.5
4.5

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Concrete Technology and Design of Concrete Structures
According to IS : 456- 1978, minimum slenderness ratio for a short column is

less than 12
more than 24
between 18 and 24
less than 18

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Concrete Technology and Design of Concrete Structures
Ultimate strength of cold drawn high steel wires

None of these
increases with increase in diameter of bar
decreases with increase in diameter of bar
does not depend on diameter of bar

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Concrete Technology and Design of Concrete Structures
Finer grinding of cement

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

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Concrete Technology and Design of Concrete Structures
The slab is designed as one way if the ratio of long span to short span is

greater than 2
between 1.5 and 2
between 1 and 1.5
less than 1

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