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RCC Structures Design

RCC Structures Design
Side face reinforcement shall be provided in the beam when depth of the web in a beam exceeds

75 cm
50 cm
100 cm
120 cm

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RCC Structures Design
If the diameter of longitudinal bars of a square column is 16 mm, the diameter of lateral ties should not be less than

6 mm
7 mm
4 mm
5 mm

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RCC Structures Design
Total pressure on the vertical face of a retaining wall of height h acts parallel to free surface and from the base at a distance of

h/4
h/2
2h/3
h/3

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RCC Structures Design
If Ac, Asc and A are areas of concrete, longitudinal steel and section of a R.C.C. column and m and σc are the modular ratio and maximum stress in the configuration of concrete, the strength of column is

σc(A - Asc) + m σcAsc
All listed here
σcAc + m σcAsc
σc[A + (m - 1)Asc]

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RCC Structures Design
By over-reinforcing a beam, the moment of resistance can be increased not more than

25 %
10 %
15 %
20 %

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RCC Structures Design
The toe projection of foundation slabs is taken

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

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