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RCC Structures Design

RCC Structures Design
The neutral axis of a T-beam exists

Within the flange
Below the slab
All listed here
At the bottom edge of the slab

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RCC Structures Design
The diameter of longitudinal bars of a column should never be less than

8 mm
10 mm
6 mm
12 mm

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RCC Structures Design
In a slab, the pitch of the main reinforcement should not exceed its effective depth

Three times
Two times
Five times
Four times

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RCC Structures Design
As per IS : 1343, total shrinkage for a pre-tensioned beam, is

3.0 × 10⁻⁵
3.0 × 10⁻²
3.0 × 10⁻³
3.5 × 10⁻⁵

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RCC Structures Design
The maximum permissible size of aggregates to be used in casting the ribs of a slab, is

15 mm
7.5 mm
5 mm
10 mm

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RCC Structures Design
The shear reinforcement in R.C.C. is provided to resist

Vertical shear
Horizontal shear
Diagonal compression
Diagonal tension

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