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RCC Structures Design

RCC Structures Design
For a circular slab carrying a uniformly distributed load, the ratio of the maximum negative to maximum positive radial moment, is

5
3
1
2

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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

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

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RCC Structures Design
An R.C.C. roof slab is designed as a two way slab if

The ratio of spans in two directions is less than 2
The slab is discontinuous at edges
The slab is continuous over two supports
It supports live loads in both directions

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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
Tensile reinforcement
Tensile edge
Longitudinal central axis

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RCC Structures Design
If W is the load on a circular slab of radius R, the maximum circumferential moment at the centre of the slab, is

2WR²/16
3WR²/16
WR²/16
Zero

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RCC Structures Design
If T and R are tread and rise respectively of a stair, then

R + 2T= 30
2R + T = 30
R + 2T = 60
2R + T = 60

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