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RCC Structures Design

RCC Structures Design
For a circular slab carrying a uniformly distributed load, the ratio of the maximum negative to maximum positive radial moment, is

3
1
5
2

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RCC Structures Design
The weight of a foundation is assumed as

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

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RCC Structures Design
An R.C.C. beam not provided with shear reinforcement may develop cracks in its bottom inclined roughly to the horizontal at

45°
35°
25°
55°

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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

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

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RCC Structures Design
A foundation rests on

Both B and C
Foundation soil
Sub-grade
Base of the foundation

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RCC Structures Design
The steel generally used in R.C.C. work, is

Mild steel
High carbon steel
High tension steel
Stainless

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