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RCC Structures Design

RCC Structures Design
The steel generally used in R.C.C. work, is

High tension steel
High carbon steel
Mild steel
Stainless

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RCC Structures Design
If W is the load on a circular slab of radius R, the maximum circumferential moment at the centre of the slab, is

2WR²/16
WR²/16
Zero
3WR²/16

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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

15
10
20
25

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

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

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RCC Structures Design
[A + (m - 1)ASC] known as equivalent concrete area of R.C.C. is given by

Load factor method
Modular ratio method
Ultimate load method
None of these

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

12
8
10
16

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