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RCC Structures Design

RCC Structures Design
The maximum ratio of span to depth of a slab simply supported and spanning in two directions, is

40
30
25
35

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RCC Structures Design
The diameter of the column head support a flat slab, is generally kept

4.0 cm larger than the diameter of the column
0.25 times the span length
5.0 cm larger than the diameter of the column
0.25 times the diameter of the column

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RCC Structures Design
Cantilever retaining walls can safely be used for a height not more than

6 m
4 m
5 m
3 m

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RCC Structures Design
According to I.S. : 456 specifications, the safe diagonal tensile stress for M 150 grade concrete, is

5 kg/cm²
15 kg/cm²
20 kg/cm²
10 kg/cm²

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RCC Structures Design
A ribbed slab is provided for

Thermal insulation
All of these
Acoustic insulation
A plain ceiling

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

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