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RCC Structures Design

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

20 %
50 %
40 %
10 %

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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
20 cm
30 cm

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RCC Structures Design
In case the factor of safety against sliding is less than 1.5, a portion of slab is constructed downwards at the end of the heel slab, which is known as

A key
All listed here
A cut-off wall
A rib

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RCC Structures Design
The effective span of a simply supported slab, is

Clear span plus effective depth of the slab
Distance between the centers of the bearings
None of these
Clear distance between the inner faces of the walls plus twice the thickness of the wall

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RCC Structures Design
For M 150 grade concrete (1 : 2 : 4) the moment of resistance factor is

7.5
5.8
8.5
0.87

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RCC Structures Design
The diameter of main bars in R.C.C. columns, shall not be less than

10 mm
15 mm
12 mm
11 mm

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