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RCC Structures Design

RCC Structures Design
The minimum head room over a stair must be

200 cm
210 cm
205 cm
230 cm

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RCC Structures Design
The live load to be considered for an inaccessible roof, is

75 kg/m²
200 kg/m²
Nil
150 kg/cm²

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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
Breadth of the rib + four times thickness of the slab
One-sixth of the effective span
Least of the above

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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

5WR²/16
2WR²/16
WR²/16
3WR²/16

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RCC Structures Design
The ratio of the breadth to effective depth of a beam is kept

0.5
0.7
0.75
0.25

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RCC Structures Design
Minimum spacing between horizontal parallel reinforcement of the same size should not be less than

3.5 diameters
3 diameters
2.5 diameters
One diameter

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