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Concrete Technology and Design of Concrete Structures

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

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

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Concrete Technology and Design of Concrete Structures
Minimum thickness of load bearing RCC wall should be

105 mm
100 mm
50 mm
40 mm

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Concrete Technology and Design of Concrete Structures
The average permissible stress in bond for plain bars in tension is

decreased by 10% for bars in compression
increased by 10% for bars in compression
decreased by 25% for bars in compression
increased by 25% for bars in compression

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Concrete Technology and Design of Concrete Structures
1% of voids in a concrete mix would reduce its strength by about

5%
20%
15%
10 %

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Concrete Technology and Design of Concrete Structures
The percentage of reinforcement in case of slabs, when high strength deformed bars are used is not less than

0.12
0.14
0.13
0.15

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Concrete Technology and Design of Concrete Structures
For a slab supported on its four edges with corners held down and loaded uniformly, the Marcus correction factor to the moments obtained by Grashoff Rankine’s theory

is always less than 1
can be more than 1
is always greater than 1
can be less than 1

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