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RCC Structures Design

RCC Structures Design
For initial estimate for a beam design, the width is assumed

1/20th of span
1/15th of span
1/30th of span
1/25th of span

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RCC Structures Design
As per IS : 1343, total shrinkage for a pre-tensioned beam, is

3.0 × 10⁻⁵
3.5 × 10⁻⁵
3.0 × 10⁻³
3.0 × 10⁻²

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

5 m
3 m
4 m
6 m

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RCC Structures Design
On piles, the drop must be at least

80 cm
124 cm
120 cm
123 cm

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RCC Structures Design
The design of a retaining wall assumes that the retained earth

Is free from moisture
All listed here
Is not cohesive
Is dry

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RCC Structures Design
Post tensioning system

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

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