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Concrete Technology and Design of Concrete Structures

Concrete Technology and Design of Concrete Structures
The design yield stress of steel according to IS: 456-1978 is (where fy is the characteristic yield strength of steel)

0.57 fy
0.87 fy
0.67 fy
0.37 fy

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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
1
0.33
0.75

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Concrete Technology and Design of Concrete Structures
In T-shaped R C. retaining walls, the main reinforcement in the stem is provided on

the front face in both directions
the inner face in both directions
the inner face in one direction
the front face in one direction

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

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

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Concrete Technology and Design of Concrete Structures
The main reinforcement in the heel of a T-shaped R.C. retaining wall is provided on

bottom face perpendicular to wall
None of these
top face perpendicular to wall
both top and bottom faces perpendicular to wall

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Concrete Technology and Design of Concrete Structures
Finer grinding of cement

affects only the early development of strength
affects only the ultimate strength
does not affect the strength
both (a) and (b)

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