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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

2
3
5
1

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RCC Structures Design
The width of the flange of a L-beam, should be less than

Breadth of the rib + four times thickness of the slab
One-sixth of the effective span
Least of the above
Breadth of the rib + half clear distance between ribs

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RCC Structures Design
If ‘W’ is the load on a circular slab of radius ‘R’, the maximum radial moment at the centre of the slab, is

5WR²/16
2WR²/16
3WR²/16
WR²/16

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

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

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

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

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RCC Structures Design
For stairs spanning horizontally, the minimum waist provided is

6 cm
4 cm
12 cm
8 cm

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