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RCC Structures Design

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

4.0 m
4.5 m
4.1 m
4.7 m

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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

0.7
0.9
0.6
0.8

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

150 kg/cm²
75 kg/m²
Nil
200 kg/m²

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RCC Structures Design
Top bars are extended to the projecting parts of the combined footing of two columns L distance apart for a distance of

0.1 L from the centre edge of column
One-fourth the distance of projection
0.1 L from the outer edge of column
Half the distance of projection

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RCC Structures Design
The advantage of reinforced concrete, is due to

All listed here
Monolithic character
Economy because of less maintenance cost
Fire-resisting and durability

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

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

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