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RCC Structures Design

RCC Structures Design
A foundation rests on

Base of the foundation
Foundation soil
Both B and C
Sub-grade

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RCC Structures Design
The maximum ratio of span to depth of a cantilever slab, is

10
12
16
8

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RCC Structures Design
The minimum thickness of the cover at the end of a reinforcing bar should not be less than twice the diameter of the bar subject to a minimum of

15 mm
20 mm
10 mm
25 mm

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RCC Structures Design
The toe projection of foundation slabs is taken

As one third of the base
Below ground surface
Equal to heel slab
As one sixth of overall height of the wall

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

1
3
5
2

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

12 mm
15 mm
10 mm
11 mm

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