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RCC Structures Design

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

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

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RCC Structures Design
If the average bending stress is 6 kg/cm² for M 150 grade concrete, the length of embedment of a bar of diameter d according to I.S. 456 specifications, is

28 d
58 d
48 d
38 d

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RCC Structures Design
The modular ratio ‘m’ of a concrete whose permissible compressive stress is ‘C’, may be obtained from the equation.

m = 700/3C
m = 1400/3C
m = 2800/3C
m = 3500/3C

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

40 %
10 %
20 %
50 %

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RCC Structures Design
The weight of a foundation is assumed as

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

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RCC Structures Design
A foundation rests on

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

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