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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
3.0 × 10⁻²
3.0 × 10⁻⁵
3.5 × 10⁻⁵

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RCC Structures Design
An R.C.C. column of 30 cm diameter is reinforced with 6 bars 12 mm φ placed symmetrically along the circumference. If it carries a load of 40,000 kg axially, the stress is

49.9 kg/cm²
100 kg/cm²
175 kg/cm²
250 kg/cm²

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RCC Structures Design
Pick up the incorrect statement from the following. The intensity of horizontal shear stress at the elemental part of a beam section, is directly proportional to

Moment of the beam section about its neutral axis
Area of the section
Shear force
Distance of the C.G. of the area from its neutral axis

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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
One-third of the width of the stem at the bottom
Width of the stem at the bottom

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RCC Structures Design
As per I.S. 456 - 1978, the pH value of water shall be

Not less than 6
Less than 6
Equal to 7
Equal to 6

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

30
25
35
20

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