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RCC Structures Design

RCC Structures Design
An R.C.C. column is treated as long if its slenderness ratio is greater than

30
40
35
50

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RCC Structures Design
On an absolutely rigid foundation base, the pressure will

Not be uniform
Be zero at the centre of the foundation
Be more at the edges of the foundation
Be uniform

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

75 kg/m³
200 kg/cm²
Nil
150 kg/m²

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RCC Structures Design
The maximum permissible size of aggregates to be used in casting the ribs of a slab, is

10 mm
5 mm
7.5 mm
15 mm

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

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

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RCC Structures Design
According to I.S.: 456, 1978 the thickness of reinforced concrete footing on piles at its edges, is kept less than

40 cm
75 cm
30 cm
20 cm

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