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RCC Structures Design

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

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

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RCC Structures Design
The diameter of the column head support a flat slab, is generally kept

5.0 cm larger than the diameter of the column
0.25 times the diameter of the column
4.0 cm larger than the diameter of the column
0.25 times the span length

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

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

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RCC Structures Design
According to I.S. : 456 specifications, the safe diagonal tensile stress for M 150 grade concrete, is

20 kg/cm²
10 kg/cm²
5 kg/cm²
15 kg/cm²

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

30
40
35
50

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RCC Structures Design
In a cantilever retaining wall without a heel slab

Thickness of the stem is kept same throughout
All listed here
Base slab is made 10 cm thicker than the stem
Width of the base slab is kept 0.7 time the total height of the wall

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