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RCC Structures Design

RCC Structures Design
An R.C.C. column is treated as long if its slenderness ratio is greater than

30
35
50
40

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RCC Structures Design
As per IS : 1343, total shrinkage for a pre-tensioned beam, is

3.0 × 10⁻⁵
3.0 × 10⁻³
3.0 × 10⁻²
3.5 × 10⁻⁵

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RCC Structures Design
In a singly reinforced beam, if the permissible stress in concrete reaches earlier than that in steel, the beam section is called

Under-reinforced section
Critical section
Over reinforced section
Economic section

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

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

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

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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

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

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