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RCC Structures Design

RCC Structures Design
If diameter of a reinforcement bar is d, the anchorage value of the hook is

8d
4d
16d
12d

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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 × 10⁻²
3.0 × 10⁻⁵
3.0 × 10⁻³

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RCC Structures Design
The maximum ratio of span to depth of a cantilever slab, is

10
12
8
16

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RCC Structures Design
A flat slab is supported

On beams
On beams and columns
On columns monolithically built with slab
On columns

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RCC Structures Design
If the size of a column is reduced above the floor, the main bars of the columns, are

All of the listed here
Continued up
Stopped just below the floor level and separate lap bars provided
Bent inward at the floor level

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RCC Structures Design
The diameter of the column head support a flat slab, is generally kept

4.0 cm larger than the diameter of the column
0.25 times the span length
5.0 cm larger than the diameter of the column
0.25 times the diameter of the column

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