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RCC Structures Design

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

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

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RCC Structures Design
The effective span of a simply supported slab, is

Clear span plus effective depth of the slab
Distance between the centers of the bearings
Clear distance between the inner faces of the walls plus twice the thickness of the wall
None of these

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RCC Structures Design
The maximum ratio of span to depth of a slab simply supported and spanning in two directions, is

25
35
40
30

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

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RCC Structures Design
The weight of reinforced concrete, is generally taken as

2400 kg/m³
2200 kg/m³
2300 kg/m³
2500 kg/m³

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RCC Structures Design
Distribution of shear intensity over a rectangular section of a beam, follows:

A straight line
A circular curve
An elliptical curve
A parabolic curve

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