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RCC Structures Design

RCC Structures Design
As per IS : 1343, total shrinkage for a pre-tensioned beam, is

3.0 × 10⁻²
3.0 × 10⁻³
3.0 × 10⁻⁵
3.5 × 10⁻⁵

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RCC Structures Design
The minimum number of main steel bars provided in R.C.C.

Circular columns is 6
Rectangular columns is 4
Octagonal columns is 8
All listed here

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RCC Structures Design
The length of the lap in a compression member is kept greater than bar diameter x (Permissible stress in bar / Five times the bond stress) or

30 bar diameters
18 bar diameters
12 bar diameters
24 bar diameters

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RCC Structures Design
The advantage of a concrete pile over a timber pile, is

Higher bearing capacity
No decay due to termites
All of these
No restriction on length

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RCC Structures Design
An R.C.C. beam of 6 m span is 30 cm wide and has a lever arm of 55 cm. If it carries a U.D.L. of 12 t per m and allowable shear stress is 5 kg/cm², the beam

Is safe in shear
Is safe with stirrups
Is safe with stirrups and inclined bars
Needs revision of section

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RCC Structures Design
Thickened part of a flat slab over its supporting column, is technically known as

Column head
Capital
None of these
Drop panel

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