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RCC Structures Design

RCC Structures Design
A pre-cast pile generally used, is

Circular
Square with corners chamfered
Octagonal
Square

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RCC Structures Design
The width of the flange of a L-beam, should be less than

Least of the above
Breadth of the rib + four times thickness of the slab
Breadth of the rib + half clear distance between ribs
One-sixth of the effective span

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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

Four times
Three times
Six times
Five times

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RCC Structures Design
The weight of reinforced concrete, is generally taken as

2400 kg/m³
2200 kg/m³
2300 kg/m³
2500 kg/m³

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

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

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RCC Structures Design
In a combined footing if shear stress exceeds 5 kg/cm², the nominal stirrups provided are:

8 legged
10 legged
12 legged
6 legged

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