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RCC Structures Design

RCC Structures Design
The minimum thickness of the cover at the end of a reinforcing bar should not be less than twice the diameter of the bar subject to a minimum of

20 mm
10 mm
25 mm
15 mm

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RCC Structures Design
If the maximum bending moment of a simply supported slab is M Kg.cm, the effective depth of the slab is (where Q is M.R. factor)

M/100Q
M/10√Q
√(M/100Q)
√(M/Q)

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

WR²/16
3WR²/16
5WR²/16
2WR²/16

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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
None of these
Ultimate load method
Load factor method

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

8
10
16
12

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

Least of the above
Breadth of the rib plus twelve times the thickness of the slab
One-third of the effective span of the T-beam
Distance between the centers of T-beam

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