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RCC Structures Design

RCC Structures Design
According to I.S.: 456, 1978 the thickness of reinforced concrete footing on piles at its edges, is kept less than

75 cm
40 cm
20 cm
30 cm

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RCC Structures Design
If the length of an intermediate span of a continuous slab is 5 m, the length of the end span is kept

4.7 m
4.1 m
4.5 m
4.0 m

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

5 m
6 m
4 m
3 m

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RCC Structures Design
The steel generally used in R.C.C. work, is

Mild steel
Stainless
High tension steel
High carbon steel

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RCC Structures Design
An R.C.C. column of 30 cm diameter is reinforced with 6 bars 12 mm φ placed symmetrically along the circumference. If it carries a load of 40,000 kg axially, the stress is

100 kg/cm²
175 kg/cm²
250 kg/cm²
49.9 kg/cm²

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RCC Structures Design
Post tensioning system

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
None of these

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