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Concrete Technology and Design of Concrete Structures

Concrete Technology and Design of Concrete Structures
The depth of footing for an isolated column is governed by
i) maximum bending moment
ii) shear force
iii) punching shear
The correct answer is

(i), (ii) and (iii)
(i) and (ii)
(i) and (iii)
only (i)

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Concrete Technology and Design of Concrete Structures
The limits of percentage p of the longitudinal reinforce-ment in a column is given by

0.8% to 4%
0.15% to 2%
0.8% to 6%
0.8% to 8%

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Concrete Technology and Design of Concrete Structures
The percentage of voids in cement is approximately

60%
70%
50%
40%

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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

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

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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

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

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Concrete Technology and Design of Concrete Structures
If a beam fails in bond, then its bond strength can be increased most economi-cally by

using thinner bars but more in number
using thicker bars but less in number
increasing the depth of beam
providing vertical stirrups

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