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RCC Structures Design

RCC Structures Design
The maximum ratio of span to depth of a cantilever slab, is

10
16
8
12

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RCC Structures Design
Side face reinforcement shall be provided in the beam when depth of the web in a beam exceeds

50 cm
120 cm
75 cm
100 cm

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RCC Structures Design
Thickened part of a flat slab over its supporting column, is technically known as

Capital
Column head
None of these
Drop panel

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RCC Structures Design
The percentage of minimum reinforcement of the gross sectional area in slabs, is

0.15 %
0.10 %
0.12 %
0.18 %

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RCC Structures Design
The floor slab of a building is supported on reinforced cement floor beams. The ratio of the end and intermediate spans is kept

0.9
0.7
0.8
0.2

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RCC Structures Design
The advantage of a concrete pile over a timber pile, is

No restriction on length
All of these
No decay due to termites
Higher bearing capacity

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