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RCC Structures Design

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

25
20
35
30

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RCC Structures Design
High strength concrete is used in pre-stressed member

To overcome bursting stresses at the ends
To overcome high bearing stresses developed at the ends
To provide high bond stresses
All listed here

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RCC Structures Design
If p1 is the vertical intensity of pressure at a depth h on a block of earth weighing w per unit volume and the angle of repose φ, the lateral intensity of pressure p2 is

wh (1 - cos φ)/(1 + sin φ)
wh (1 - tan φ)/(1 + tan φ)
wh (1 - sin φ)/(1 + sin φ)
w (1 - cos φ)/h (1 + sin φ)

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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
The neutral axis of a T-beam exists

At the bottom edge of the slab
Within the flange
Below the slab
All listed here

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RCC Structures Design
For stairs spanning horizontally, the minimum waist provided is

4 cm
12 cm
8 cm
6 cm

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