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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

25
20
10
15

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RCC Structures Design
The live load to be considered for an accessible roof, is

Nil
75 kg/m³
200 kg/cm²
150 kg/m²

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RCC Structures Design
A pile of length ‘L’ carrying a uniformly distributed load ‘W’ per metre length is suspended at two points, the maximum, B.M. at the centre of the pile or at the points of suspension, is

WL²/47
WL/8
WL²/24
WL²/16

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

Tread
Rise
Winder
Flight

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RCC Structures Design
If q is the punching shear resistance per unit area a, is the side of a square footing for a column of side b, carrying a weight W including the weight of the footing, the depth (D) of the footing from punching shear consideration, is

D = W (a² - b²)/4a²bq
D = W (a² - b²)/4abq
D = W (a² - b²)/8a²bq
D = W (a - b)/4a²bq

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

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

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