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RCC Structures Design

RCC Structures Design
If the diameter of the main reinforcement in a slab is 16 mm, the concrete cover to main bars is

12 mm
16 mm
10 mm
14 mm

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

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

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RCC Structures Design
The Young's modulus of elasticity of steel, is

150 KN/mm²
275 KN/mm²
200 KN/mm²
250 KN/mm²

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

20
30
35
25

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RCC Structures Design
In a pre-stressed member it is advisable to use

High strength concrete only
High strength concrete and high tensile steel
Low strength concrete but high tensile steel
Low strength concrete only

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RCC Structures Design
An under-reinforced section means

Steel provided on one face only
Steel provided is insufficient
Steel will yield first
Steel is provided at the underside only

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