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RCC Structures Design

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

High tension steel
Mild steel
Stainless
High carbon steel

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RCC Structures Design
If ‘W’ is weight of a retaining wall and ‘P’ is the horizontal earth pressure, the factor of safety against sliding, is

3.0
1.0
2.0
1.5

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RCC Structures Design
The live load to be considered for an accessible roof, is

Nil
200 kg/cm²
150 kg/m²
75 kg/m³

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RCC Structures Design
If the bearing capacity of soil is 10 tonnes/cm² and the projection of plain concrete footing from walls, is a cm, the depth D of footing is

D = 0.775 √a
D = 0.775 a
D = 0.0775 a
D = 0.775 a²

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RCC Structures Design
High strength concrete is used in pre-stressed member

All listed here
To overcome bursting stresses at the ends
To provide high bond stresses
To overcome high bearing stresses developed at the ends

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RCC Structures Design
The maximum ratio of span to depth of a cantilever slab, is

8
12
10
16

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