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RCC Structures Design

RCC Structures Design
The shear reinforcement in R.C.C. is provided to resist

Diagonal tension
Vertical shear
Horizontal shear
Diagonal compression

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RCC Structures Design
An R.C.C. roof slab is designed as a two way slab if

The slab is discontinuous at edges
The slab is continuous over two supports
The ratio of spans in two directions is less than 2
It supports live loads in both directions

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RCC Structures Design
The transverse reinforcements provided at right angles to the main reinforcement

All of these
Resist the temperature stresses
Distribute the load
Resist the shrinkage stress

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RCC Structures Design
The weight of a foundation is assumed as

12% of wall weight
10% of wall weight
5% of wall weight
7% of wall weight

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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

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

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RCC Structures Design
If the modular ratio is ‘m’, steel ratio is ‘r’ and overall depth of a beam is ‘d’, the depth of the critical neutral axis of the beam, is

[m/(m + r)] d
[(r - m)/m] d
[(m + r)/m] d
[m/(m - r)] d

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