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RCC Structures Design

RCC Structures Design
The maximum diameter of a bar used in a ribbed slab, is

22 mm
6 mm
20 mm
12 mm

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RCC Structures Design
The section of a reinforced beam where most distant concrete fibre in compression and tension in steel attains permissible stresses simultaneously, is called

Economic section
All listed here
Balanced section
Critical section

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RCC Structures Design
For stairs spanning horizontally, the minimum waist provided is

12 cm
8 cm
6 cm
4 cm

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RCC Structures Design
In a cantilever retaining wall without a heel slab

Width of the base slab is kept 0.7 time the total height of the wall
Thickness of the stem is kept same throughout
All listed here
Base slab is made 10 cm thicker than the stem

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RCC Structures Design
The toe projection of foundation slabs is taken

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

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RCC Structures Design
The maximum ratio of span to depth of a slab simply supported and spanning in one direction, is

20
30
35
25

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