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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 × 10⁻³
3.0 × 10⁻²
3.0 × 10⁻⁵

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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

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

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RCC Structures Design
High strength concrete is used in pre-stressed member

To provide high bond stresses
To overcome high bearing stresses developed at the ends
To overcome bursting stresses at the ends
All listed here

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RCC Structures Design
If ‘p’ is the net upward pressure on a square footing of side ‘b’ for a square column of side ‘a’, the maximum bending moment is given by

M = pb (b + a)/8
M = pb (b - a)²/8
M = pb (c - a)/4
M = pb (b - a)²/4
M = pb (b + a)/8

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RCC Structures Design
In favourable circumstances a 15 cm concrete cube after 28 days, attains a maximum crushing strength

200 kg/cm²
400 kg/cm²
100 kg/cm²
300 kg/cm²

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RCC Structures Design
If R and T are rise and tread of a stair spanning horizontally, the steps are supported by a wall on one side and by a stringer beam on the other side, the steps are designed as beams of width

R - T
√(R² + T²)
T - R
R + T

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