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Concrete Technology and Design of Concrete Structures

Concrete Technology and Design of Concrete Structures
For walls, columns and vertical faces of all structural members, the form work is generally removed after

3 days
24 to 48 hours
7 days
14 days

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Concrete Technology and Design of Concrete Structures
Normally prestressing wires are arranged in the

upper part of the beam
lower part of the beam
center
anywhere

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Concrete Technology and Design of Concrete Structures
If nominal shear stress tv exceeds the design shear strength of concrete xc, the nominal shear reinforcement as per IS : 456-1978 shall be provided for carrying a shear stress equal to

xv
Tv + Tc
xc

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Concrete Technology and Design of Concrete Structures
The load carrying capacity of a helically reinforced column as compared to that of a tied column is about

5% more
5% less
10% more
10% less

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

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Concrete Technology and Design of Concrete Structures
Select the incorrect statement for ...

Bleeding can be minimized by adding pozzuolana finer aggregate.
None of these
Lean mixes bleed more as compared to rich ones.
Bleeding can be increased by addition of calcium chloride.

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