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RCC Structures Design

RCC Structures Design
If ‘W’ is the load on a circular slab of radius ‘R’, the maximum radial moment at the centre of the slab, is

2WR²/16
WR²/16
3WR²/16
5WR²/16

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RCC Structures Design
For a number of columns constructed in a rcjw, the type of foundation provided, is

Strap
Footing
Raft
Strip

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RCC Structures Design
The width of the flange of a L-beam, should be less than

Breadth of the rib + half clear distance between ribs
Least of the above
Breadth of the rib + four times thickness of the slab
One-sixth of the effective span

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RCC Structures Design
A singly reinforced concrete beam of 25 cm width and 70 cm effective depth is provided with 18.75 cm² steel. If the modular ratio (m) is 15, the depth of the neutral axis, is

30 cm
20 cm
25 cm
35 cm

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RCC Structures Design
The neutral axis of a T-beam exists

At the bottom edge of the slab
Within the flange
All listed here
Below the slab

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RCC Structures Design
If permissible working stresses in steel and concrete are respectively 1400 kg/cm² and 80 kg/cm² and modular ratio is 18, in a beam reinforced in tension side and of width 30 cm and having effective depth 46 cm, the lever arms of the section, is

37 cm
38 cm
40 cm
39 cm

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