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RCC Structures Design

RCC Structures Design
If ‘H’ is the overall height of a retaining wall retaining a surcharge, the width of the base slab usually provided, is

0.7 H
0.5 H
0.3 H
0.4 H

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RCC Structures Design
If the modular ratio is ‘m’, steel ratio is ‘r’ and overall depth of a beam is ‘d’, the depth of the critical neutral axis of the beam, is

[m/(m - r)] d
[(m + r)/m] d
[m/(m + r)] d
[(r - m)/m] d

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

5 m
4 m
6 m
3 m

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RCC Structures Design
A pre-stressed concrete member

Is made of reinforced concrete
Is stressed after casting
Is made of concrete
Possesses internal stresses

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RCC Structures Design
In favourable circumstances a 15 cm concrete cube after 28 days, attains a maximum crushing strength

400 kg/cm²
200 kg/cm²
100 kg/cm²
300 kg/cm²

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