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RCC Structures Design

RCC Structures Design
Distribution reinforcement in a simply supported slab, is provided to distribute

All listed here
Temperature stress
Load
Shrinkage stress

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RCC Structures Design
If permissible working stresses in steel and concrete are respectively 1400 kg/cm² and 80 kg/cm² and modular ratio is 18, in a beam reinforced in tension side and of width 30 cm and having effective depth 46 cm, the lever arms of the section, is

38 cm
37 cm
39 cm
40 cm

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RCC Structures Design
The maximum shear stress (qmax) in a rectangular beam is

1.25 times the average
1.75 times the average
2.0 times the average
1.50 times the average

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RCC Structures Design
If ‘W’ is weight of a retaining wall and ‘P’ is the horizontal earth pressure, the factor of safety against sliding, is

1.0
1.5
3.0
2.0

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

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

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RCC Structures Design
An under-reinforced section means

Steel provided is insufficient
Steel will yield first
Steel is provided at the underside only
Steel provided on one face only

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