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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
3.5 × 10⁻⁵
3.0 × 10⁻³
3.0 × 10⁻⁵

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RCC Structures Design
In a combined footing for two columns carrying unequal loads, the maximum hogging bending moment occurs at

Less loaded column
A point of the maximum shear force
A point of zero shear force
More loaded column

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RCC Structures Design
If P kg/m² is the upward pressure on the slab of a plain concrete footing whose projection on either side of the wall is a cm, the depth of foundation D is given by

D = 0.07775 aP
D = 0.00775 aP
D = 0.775 Pa
D = 0.0775 aP

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RCC Structures Design
Piles are usually driven by

Drop hammer
Single acting steam hammer
All listed here
Diesel operated hammer

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RCC Structures Design
On an absolutely rigid foundation base, the pressure will

Not be uniform
Be more at the edges of the foundation
Be uniform
Be zero at the centre of the foundation

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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
39 cm
37 cm
40 cm

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