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RCC Structures Design

RCC Structures Design
For a circular slab carrying a uniformly distributed load, the ratio of the maximum negative to maximum positive radial moment, is

2
1
5
3

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RCC Structures Design
An R.C.C. roof slab is designed as a two way slab if

The slab is continuous over two supports
The ratio of spans in two directions is less than 2
It supports live loads in both directions
The slab is discontinuous at edges

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RCC Structures Design
The minimum number of main steel bars provided in R.C.C.

Rectangular columns is 4
Octagonal columns is 8
Circular columns is 6
All listed here

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RCC Structures Design
The minimum clear cover for R.C.C. columns shall be

Smaller of 25 mm or diameter
Greater of 25 mm or diameter
Greater of 40 mm or diameter
Smaller of 40 mm or diameter

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

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

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

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

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