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RCC Structures Design

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

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

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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

WL/8
WL²/24
WL²/47
WL²/16

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RCC Structures Design
An R.C.C. column is treated as short column if its slenderness ratio is less than

40
30
50
56

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RCC Structures Design
The thickness of base slab of a retaining wall generally provided, is

One half of the width of the stem at the bottom
One fourth of the width of the steam at the bottom
Width of the stem at the bottom
One-third of the width of the stem at the bottom

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RCC Structures Design
A simply supported beam 6 m long and of effective depth 50 cm, carries a uniformly distributed load 2400 kg/m including its self weight. If the lever arm factor is 0.85 and permissible tensile stress of steel is 1400 kg/cm², the area of steel required, is

17 cm²
16 cm²
14 cm²
15 cm²

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RCC Structures Design
A ribbed slab is provided for

Acoustic insulation
Thermal insulation
All of these
A plain ceiling

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