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RCC Structures Design

RCC Structures Design
Cantilever retaining walls can safely be used for a height not more than

4 m
5 m
3 m
6 m

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

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

40 %
20 %
50 %
10 %

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RCC Structures Design
The steel generally used in R.C.C. work, is

Stainless
High tension steel
High carbon steel
Mild steel

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RCC Structures Design
The thickness of the topping of a ribbed slab, varies between

3 cm to 5 cm
12 cm to 15 cm
5 cm to 8 cm
8 cm to 10 cm

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RCC Structures Design
Total pressure on the vertical face of a retaining wall of height ‘h’ per unit run exerted by the retained earth weighing ‘w’ per unit volume, is

wh² [(1 - sin φ)/3(1 + sin φ)]
wh² [(1 - sin φ)/(1 + sin φ)]
wh [(1 - sin φ)/(1 + sin φ)]
wh² [(1 - sin φ)/2(1 + sin φ)]

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