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RCC Structures Design

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

12
10
8
16

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

0.10 %
0.18 %
0.15 %
0.12 %

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RCC Structures Design
The width of the rib of a T-beam, is generally kept between

1/7 to 1/3 of rib depth
1/3 to 2/3 of rib depth
1/3 to 1/2 of rib depth
1/2 to 3/4 of rib depth

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RCC Structures Design
For normal cases, stiffness of a simply supported beam is satisfied if the ratio of its span to its overall depth does not exceed

25
10
20
15

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RCC Structures Design
The weight of a foundation is assumed as

10% of wall weight
7% of wall weight
5% of wall weight
12% of wall weight

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RCC Structures Design
A foundation rests on

Both B and C
Foundation soil
Sub-grade
Base of the foundation

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