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RCC Structures Design

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
2
5
3

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RCC Structures Design
The diameter of longitudinal bars of a column should never be less than

12 mm
8 mm
10 mm
6 mm

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RCC Structures Design
Steel bars are generally connected together to get greater length than the standard length by providing

All listed here
Straight bar splice
Hooked splice
Dowel splice

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

20 mm
22 mm
6 mm
12 mm

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RCC Structures Design
A short column 20 cm × 20 cm in section is reinforced with 4 bars whose area of cross section is 20 sq. cm. If permissible compressive stresses in concrete and steel are 40 kg/cm² and 300 kg/cm², the Safe load on the column, should not exceed

41,200 kg
4,120 kg
412,000 kg
None of these

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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
Below ground surface
As one sixth of overall height of the wall

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