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RCC Structures Design

RCC Structures Design
The thickness of the topping of a ribbed slab, varies between

3 cm to 5 cm
8 cm to 10 cm
5 cm to 8 cm
12 cm to 15 cm

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RCC Structures Design
The design of heel slab of a retaining wall is based on the maximum bending moment due to:

Weight of the soil above it
All listed here
Its own weight
Load of the surcharge, if any

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

20 %
40 %
10 %
50 %

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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
The neutral axis of a T-beam exists

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

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RCC Structures Design
By over-reinforcing a beam, the moment of resistance can be increased not more than

15 %
10 %
20 %
25 %

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