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RCC Structures Design

RCC Structures Design
The weight of a foundation is assumed as

12% of wall weight
10% of wall weight
5% of wall weight
7% of wall weight

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

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

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RCC Structures Design
According to the steel beam theory of doubly reinforced beams

Compression is resisted by compression steel
All of the listed here
Tension is resisted by tension steel
Stress in tension steel equals the stress in compression steel

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RCC Structures Design
If a bent tendon is required to balance a concentrated load W at the centre of the span L, the central dip h must be at least

WL/3P
WL/P
WL/2P
WL/4P

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

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

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

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

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