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RCC Structures Design

RCC Structures Design
The design of a retaining wall assumes that the retained earth

Is free from moisture
Is not cohesive
All listed here
Is dry

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RCC Structures Design
The length of the lap in a compression member is kept greater than bar diameter x (Permissible stress in bar / Five times the bond stress) or

24 bar diameters
18 bar diameters
30 bar diameters
12 bar diameters

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

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RCC Structures Design
The horizontal portion of a step in a stairs case, is known as

Flight
Winder
Tread
Rise

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RCC Structures Design
A column is regarded as long column if the ratio of its effective length and lateral dimension, exceeds

15
10
20
25

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RCC Structures Design
On piles, the drop must be at least

120 cm
80 cm
123 cm
124 cm

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