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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
3.5 × 10⁻⁵
3.0 × 10⁻²
3.0 × 10⁻⁵

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RCC Structures Design
The length of the lap in a compression member is kept greater than bar diameter x (Permissible stress in bar / Five times the bond stress) or

18 bar diameters
30 bar diameters
12 bar diameters
24 bar diameters

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RCC Structures Design
On piles, the drop must be at least

80 cm
120 cm
123 cm
124 cm

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RCC Structures Design
A pile of length ‘L’ carrying a uniformly distributed load ‘W’ per metre length is suspended at two points, the maximum, B.M. at the centre of the pile or at the points of suspension, is

WL²/16
WL/8
WL²/24
WL²/47

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RCC Structures Design
A foundation is called shallow if its depth, is

Equal to its width
Half of its width
Three-fourth of its width
One-fourth of its width

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RCC Structures Design
For normal cases, stiffness of a simply supported beam is satisfied if the ratio of its span to its overall depth does not exceed

10
25
15
20

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