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RCC Structures Design

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

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

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RCC Structures Design
If the diameter of the main reinforcement in a slab is 16 mm, the concrete cover to main bars is

10 mm
16 mm
14 mm
12 mm

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RCC Structures Design
Design of R.C.C. cantilever beams, is based on the resultant force at

Free end
Fixed end
Mid span and fixed support
Mid span

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RCC Structures Design
If the maximum shear stress at the end of a simply supported R.C.C. beam of 6 m effective span is 10 kg/cm², the share stirrups are provided for a distance ‘x’ from either end where, ‘x’ is

150 cm
200 cm
100 cm
50 cm

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

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

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RCC Structures Design
The pitch of the main bars in a simply supported slab, should not exceed its effective depth by

Six times
Three times
Four times
Five times

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