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RCC Structures Design

RCC Structures Design
The live load to be considered for an inaccessible roof, is

Nil
200 kg/m²
150 kg/cm²
75 kg/m²

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RCC Structures Design
The toe projection of foundation slabs is taken

Below ground surface
As one third of the base
Equal to heel slab
As one sixth of overall height of the wall

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RCC Structures Design
The floor slab of a building is supported on reinforced cement floor beams. The ratio of the end and intermediate spans is kept

0.2
0.8
0.7
0.9

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

150 kg/cm²
350 kg/cm²
250 kg/cm²
50 kg/cm²

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RCC Structures Design
Post tensioning system

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

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RCC Structures Design
For a continuous floor slab supported on beams, the ratio of end span length and intermediate span length, is

0.8
0.6
0.7
0.9

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