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RCC Structures Design

RCC Structures Design
The live load to be considered for an accessible roof, is

Nil
150 kg/m²
75 kg/m³
200 kg/cm²

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RCC Structures Design
In a simply supported slab, alternate bars are curtailed at

1/4th of the span
1/5th of the span
1/6th of the span
1/7th of the span

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RCC Structures Design
Enlarged head of a supporting column of a flat slab is technically known as

Capital
Top of the column
Supporting end of the column
Drop panel

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RCC Structures Design
A circular slab subjected to external loading, deflects to form a

Paraboloid
Semi-hemisphere
Ellipsoid
None of these

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

35
50
30
40

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