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Concrete Technology and Design of Concrete Structures

Concrete Technology and Design of Concrete Structures
Ratio of permissible stress in direct compression and bending compression is

between 1.5 and 2.0
less than 1
greater than 2
between 1 and 1.5

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Concrete Technology and Design of Concrete Structures
In a spherical dome the hoop stress due to a concentrated load at crown is

zero
partly compressive and partly tensile
compressive everywhere
tensile everywhere

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Concrete Technology and Design of Concrete Structures
According to IS: 456-1978, the maximum reinforcement in a column is

8 %
4%
6 %
2 %

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

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

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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

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

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Concrete Technology and Design of Concrete Structures
A higher modular ratio shows

higher compressive strength of con-crete
higher tensile strength of steel
lower tensile strength of steel
lower compressive strength of concrete

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