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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

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

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

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

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Concrete Technology and Design of Concrete Structures
Which of the following losses of prestress occurs only in pretensioning and not in post-tensioning ?

shrinkage of concrete
elastic shortening of concrete
loss due to friction
creep of concrete

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Concrete Technology and Design of Concrete Structures
According to IS: 456-1978, the column or the strut is the member whose effective length is greater than

3 times the least lateral dimension
2 times the least lateral dimension
4 times the least lateral dimension
The least lateral dimension

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Concrete Technology and Design of Concrete Structures
Most common method of prestressing used for factory production is

Long line method
Magnel-Blaton system
Lee-Macall system
Freyssinet system

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