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Concrete Technology and Design of Concrete Structures

Concrete Technology and Design of Concrete Structures
A continuous beam is deemed to be a deep beam when the ratio of effective span to overall depth (1/D) is less than

5.5
3.5
4.5
2.5

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Concrete Technology and Design of Concrete Structures
According to IS : 456- 1978, minimum slenderness ratio for a short column is

less than 18
more than 24
less than 12
between 18 and 24

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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% less
10% more
5% more
10% less

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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

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

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Concrete Technology and Design of Concrete Structures
The recommended value of modular ratio for reinforced brick work is

35
88
99
40

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Concrete Technology and Design of Concrete Structures
The minimum cover in a slab should neither be less than the diameter of bar nor less than

30 mm
15 mm
20 mm
10 mm

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