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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
7 days
14 days
24 to 48 hours

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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)

0.67 fy
0.57 fy
0.37 fy
0.87 fy

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Concrete Technology and Design of Concrete Structures
A beam curved in plan is designed for

bending moment and shear
bending moment and torsion
bending moment, shear and torsion
shear and torsion

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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

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

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

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Concrete Technology and Design of Concrete Structures
Critical section for shear in case of flat slabs is at a distance of

at the drop panel of slab
d/2 from periphery of column/capital/ drop panel
effective depth of slab from periphery of column/drop panel
at the periphery of column

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