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Concrete Technology and Design of Concrete Structures

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

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

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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)

0.573 xu
0.416 xu
0.446 xu
0.367 xu

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Concrete Technology and Design of Concrete Structures
When shear stress exceeds the permissible limit in a slab, then it is reduced by

Using thinner bars but more in number
Using high strength steel
Increasing the depth
Providing shear reinforcement

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Concrete Technology and Design of Concrete Structures
The factor of safety for

steel is higher than that for concrete
None of these
steel and concrete are same
steel is lower than that for concrete

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Concrete Technology and Design of Concrete Structures
In counterfort retaining walls, the main reinforcement in the stem at support is

Provided both on inner and front faces
Provided only on inner face
Provided only on front face
Not provided

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Concrete Technology and Design of Concrete Structures
The approximate value of the ratio between direct tensile strength and flexural strength is

0.5
0.33
0.75
1

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