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RCC Structures Design

RCC Structures Design
A foundation rests on

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

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RCC Structures Design
Post tensioning system

Is economical for large spans and is adopted now a days
None of these
Was widely used in earlier days
Is not economical and hence not generally used

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RCC Structures Design
On an absolutely rigid foundation base, the pressure will

Be uniform
Be more at the edges of the foundation
Be zero at the centre of the foundation
Not be uniform

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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
Ultimate load method
Load factor method
None of these

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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
2WR²/16
5WR²/16
3WR²/16

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RCC Structures Design
A part of the slab may be considered as the flange of the T-beam if

All of the listed here
It is effectively bonded together with the beam
Flange has adequate reinforcement transverse to beam
It is built integrally with the beam

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