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RCC Structures Design

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
WR²/16
3WR²/16
2WR²/16

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

3 m
4 m
6 m
5 m

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RCC Structures Design
The toe projection of foundation slabs is taken

Equal to heel slab
As one third of the base
As one sixth of overall height of the wall
Below ground surface

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RCC Structures Design
If the permissible compressive stress for a concrete in bending is C kg/m², the modular ratio is

2800/C²
2800/C
2800/3C
2300/2C

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RCC Structures Design
If permissible working stresses in steel and concrete are respectively 1400 kg/cm² and 80 kg/cm² and modular ratio is 18, in a beam reinforced in tension side and of width 30 cm and having effective depth 46 cm, the lever arms of the section, is

38 cm
40 cm
37 cm
39 cm

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RCC Structures Design
A singly reinforced concrete beam of 25 cm width and 70 cm effective depth is provided with 18.75 cm² steel. If the modular ratio (m) is 15, the depth of the neutral axis, is

30 cm
20 cm
35 cm
25 cm

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