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RCC Structures Design

RCC Structures Design
A raft foundation is provided if its area exceeds the plan area of the building by

20 %
10 %
40 %
50 %

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

200 kg/m²
150 kg/cm²
Nil
75 kg/m²

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RCC Structures Design
A continuous beam shall be deemed to be a deep beam if the ratio of effective span to overall depth, is

Less than 2.5
Less than 2
2
2.5

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

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

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RCC Structures Design
If the length of an intermediate span of a continuous slab is 5 m, the length of the end span is kept

4.0 m
4.5 m
4.1 m
4.7 m

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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
40 cm
20 cm
30 cm

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