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Concrete Technology and Design of Concrete Structures

Concrete Technology and Design of Concrete Structures
If the permissible stress in steel in tension is 140 N/mm², then the depth of neutral axis for a singly reinforced rectangular balanced section will be

dependent on grade of concrete also
0.45 d
0.40 d
0.35 d

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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
10% more
10% less
5% less

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Concrete Technology and Design of Concrete Structures
The average permissible stress in bond for plain bars in tension is

increased by 25% for bars in compression
increased by 10% for bars in compression
decreased by 25% for bars in compression
decreased by 10% for bars in compression

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Concrete Technology and Design of Concrete Structures
Poisson’s ratio for concrete

decreases with richer mixes
None of these
increases with richer mixes
remains constant

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

60%
50%
40%
70%

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Concrete Technology and Design of Concrete Structures
The load factors for live load and dead load are taken respectively as

2.2 and 1.5
1.5 and 1.5
2.2 and 2.2
1.5 and 2.2

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