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Concrete Technology and Design of Concrete Structures

Concrete Technology and Design of Concrete Structures
The centroid of compressive force, from the extreme compression fiber, in limit state design lies at a distance of (where xu is the depth of neutral axis at the limit state of collapse)

0.446 xu
0.367 xu
0.573 xu
0.416 xu

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Concrete Technology and Design of Concrete Structures
The effect of creep on modular ratio is

to keep it unchanged
either to decrease or to increase it
to decrease it
to increase it

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Concrete Technology and Design of Concrete Structures
Maximum percentage reinforcement in case of slabs is limited to

4
9
8
2

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Concrete Technology and Design of Concrete Structures
While designing the pile as a column, the end conditions are nearly

one end fixed and other end free
both ends hinged
both ends fixed
one end fixed and other end hinged

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

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

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Concrete Technology and Design of Concrete Structures
Minimum grade of concrete to be used in reinforced concrete as per IS:456-1978 is

M20
M25
M10
M15

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