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RCC Structures Design

RCC Structures Design
A raft foundation is provided if its area exceeds the plan area of the building by

40 %
50 %
20 %
10 %

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RCC Structures Design
If the effective length of a 32 cm diameter R.C.C. column is 4.40 m, its slenderness ratio, is

50
55
45
40

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RCC Structures Design
In a singly reinforced beam, the effective depth is measured from its compression edge to

Tensile edge
Tensile reinforcement
Longitudinal central axis
Neutral axis of the beam

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RCC Structures Design
The system in which high tensile alloy steel bars (silica manganese steel) are used as pre-stressing tendons, is known as

Freyssinet system
C.L. standard system
Lee-McCall system
Magnel-Blaton system

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RCC Structures Design
A simply supported beam 6 m long and of effective depth 50 cm, carries a uniformly distributed load 2400 kg/m including its self weight. If the lever arm factor is 0.85 and permissible tensile stress of steel is 1400 kg/cm², the area of steel required, is

14 cm²
16 cm²
15 cm²
17 cm²

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RCC Structures Design
As the percentage of steel increases

Lever arm decreases
Depth of neutral axis increases
Lever arm increases
Depth of neutral axis decreases

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