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RCC Structures Design

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

20
15
25
10

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

20 %
25 %
10 %
15 %

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RCC Structures Design
If ‘W’ is weight of a retaining wall and ‘P’ is the horizontal earth pressure, the factor of safety against sliding, is

3.0
2.0
1.0
1.5

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RCC Structures Design
The maximum ratio of span to depth of a slab simply supported and spanning in two directions, is

30
25
40
35

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RCC Structures Design
To ensure uniform pressure distribution, the thickness of the foundation, is

Increased gradually towards the edge
Decreased gradually towards the edge
Kept zero at the edge
Kept uniform throughout

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RCC Structures Design
If C is creep coefficient, f is original pre-stress in concrete, m is modular ratio, E is Young's modulus of steel and e is shrinkage strain, the combined effect of creep and shrinkage is:

(1 - C) mf + eE
(C - 1) mf + eE
(1 - C) mf - eE
(C - 1) mf - eE

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