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RCC Structures Design

RCC Structures Design
The allowable tensile stress in mild steel stirrups, reinforced cement concrete, is

260 kg/cm²
190 kg/cm²
230 kg/cm²
1400 kg/cm²

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RCC Structures Design
According to I.S.: 456, 1978 the thickness of reinforced concrete footing on piles at its edges, is kept less than

75 cm
20 cm
40 cm
30 cm

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RCC Structures Design
The minimum number of main steel bars provided in R.C.C.

Rectangular columns is 4
Octagonal columns is 8
Circular columns is 6
All listed here

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RCC Structures Design
If ‘H’ is the overall height of a retaining wall retaining a surcharge, the width of the base slab usually provided, is

0.5 H
0.7 H
0.3 H
0.4 H

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RCC Structures Design
If the bearing capacity of soil is 10 tonnes/cm² and the projection of plain concrete footing from walls, is a cm, the depth D of footing is

D = 0.775 √a
D = 0.0775 a
D = 0.775 a
D = 0.775 a²

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

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

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