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RCC Structures Design

RCC Structures Design
A ribbed slab is provided for

A plain ceiling
Thermal insulation
All of these
Acoustic insulation

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RCC Structures Design
If the effective length of a 32 cm diameter R.C.C. column is 4.40 m, its slenderness ratio, is

55
45
40
50

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RCC Structures Design
A part of the slab may be considered as the flange of the T-beam if

It is built integrally with the beam
Flange has adequate reinforcement transverse to beam
All of the listed here
It is effectively bonded together with the beam

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

200 kg/m²
Nil
150 kg/cm²
75 kg/m²

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

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

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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
5
3
1

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