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RCC Structures Design

RCC Structures Design
Cantilever retaining walls can safely be used for a height not more than

3 m
4 m
5 m
6 m

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RCC Structures Design
The minimum thickness of a flat slab is taken

L/32 for end panels without drops
L/36 for interior panels without drop
All listed here
L/36 for end panels without drops

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

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

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RCC Structures Design
If depth of slab is 10 cm, width of web 30 cm, depth of web 50 cm, centre to centre distance of beams 3 m, effective span of beams 6 m, the effective flange width of the beam, is

150 cm
300 cm
200 cm
100 cm

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RCC Structures Design
The minimum cube strength of concrete used for a pre-stressed member, is

250 kg/cm²
50 kg/cm²
150 kg/cm²
350 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
Stress in tension steel equals the stress in compression steel
Tension is resisted by tension steel

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