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RCC Structures Design

RCC Structures Design
The thickness of the topping of a ribbed slab, varies between

12 cm to 15 cm
3 cm to 5 cm
8 cm to 10 cm
5 cm to 8 cm

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RCC Structures Design
To have pressure wholly compressive under the base of a retaining wall of width b, the resultant of the weight of the wall and the pressure exerted by the retained, earth should have eccentricity not more than

b/3
b/6
b/4
b/5

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RCC Structures Design
The maximum ratio of span to depth of a cantilever slab, is

8
10
16
12

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RCC Structures Design
For initial estimate for a beam design, the width is assumed

1/25th of span
1/20th of span
1/15th of span
1/30th of span

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

30
35
40
50

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RCC Structures Design
Spacing of stirrups in a rectangular beam, is

Kept constant throughout the length
Decreased towards the centre of the beam
Increased at the ends
Increased at the centre of the beam

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