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RCC Structures Design

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

WR²/16
2WR²/16
3WR²/16
Zero

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RCC Structures Design
A ribbed slab is provided for

A plain ceiling
Acoustic insulation
All of these
Thermal insulation

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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

10
25
20
15

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RCC Structures Design
The width of the flange of a L-beam, should be less than

Least of the above
Breadth of the rib + half clear distance between ribs
One-sixth of the effective span
Breadth of the rib + four times thickness of the slab

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

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

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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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