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RCC Structures Design

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

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

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RCC Structures Design
The width of the flange of a T-beam, which may be considered to act effectively with the rib depends upon

Overall thickness of the rib
Centre to centre distance between T-beams
All of the listed here
Breadth of the rib

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RCC Structures Design
The pitch of the main bars in a simply supported slab, should not exceed its effective depth by

Six times
Five times
Three times
Four times

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RCC Structures Design
As the percentage of steel increases

Depth of neutral axis decreases
Depth of neutral axis increases
Lever arm decreases
Lever arm increases

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RCC Structures Design
If Ac, Asc and A are areas of concrete, longitudinal steel and section of a R.C.C. column and m and σc are the modular ratio and maximum stress in the configuration of concrete, the strength of column is

σc[A + (m - 1)Asc]
σc(A - Asc) + m σcAsc
All listed here
σcAc + m σcAsc

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RCC Structures Design
If Sb, is the average bond stress on a bar of diameter ‘d’ subjected to maximum stress ‘t’, the length of the embedment ‘l’ is given by

l = dt/3Sb
l = dt/2Sb
l = dt/Sb
l = dt/4Sb

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