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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

WR²/16
5WR²/16
3WR²/16
2WR²/16

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RCC Structures Design
If the length of an intermediate span of a continuous slab is 5 m, the length of the end span is kept

4.5 m
4.0 m
4.7 m
4.1 m

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

75 kg/m²
Nil
150 kg/cm²
200 kg/m²

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RCC Structures Design
An R.C.C. column is treated as long if its slenderness ratio is greater than

40
35
50
30

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RCC Structures Design
For normal cases, stiffness of a simply supported beam is satisfied if the ratio of its span to its overall depth does not exceed

25
15
20
10

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RCC Structures Design
The anchorage value of a hook is assumed sixteen times the diameter of the bar if the angle of the bend, is

All listed here
45°
30°
40°

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