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RCC Structures Design

RCC Structures Design
If ‘H’ is the overall height of a retaining wall retaining a surcharge, the width of the base slab usually provided, is

0.3 H
0.7 H
0.4 H
0.5 H

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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
The pitch of the main bars in a simply supported slab, should not exceed its effective depth by

Five times
Four times
Six times
Three times

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RCC Structures Design
High strength concrete is used in pre-stressed member

To overcome bursting stresses at the ends
To provide high bond stresses
To overcome high bearing stresses developed at the ends
All listed here

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

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

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RCC Structures Design
In favourable circumstances a 15 cm concrete cube after 28 days, attains a maximum crushing strength

300 kg/cm²
100 kg/cm²
400 kg/cm²
200 kg/cm²

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