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RCC Structures Design

RCC Structures Design
The Young's modulus of elasticity of steel, is

250 KN/mm²
275 KN/mm²
150 KN/mm²
200 KN/mm²

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RCC Structures Design
If ‘W’ is the load on a circular slab of radius ‘R’, the maximum radial moment at the centre of the slab, is

3WR²/16
2WR²/16
WR²/16
5WR²/16

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RCC Structures Design
In a singly reinforced beam, the effective depth is measured from its compression edge to

Longitudinal central axis
Tensile edge
Tensile reinforcement
Neutral axis of the beam

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RCC Structures Design
According to I.S.: 456, 1978 the thickness of reinforced concrete footing on piles at its edges, is kept less than

75 cm
30 cm
20 cm
40 cm

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RCC Structures Design
In a simply supported slab, alternate bars are curtailed at

1/6th of the span
1/7th of the span
1/5th of the span
1/4th of the span

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RCC Structures Design
A short column 20 cm × 20 cm in section is reinforced with 4 bars whose area of cross section is 20 sq. cm. If permissible compressive stresses in concrete and steel are 40 kg/cm² and 300 kg/cm², the Safe load on the column, should not exceed

412,000 kg
None of these
4,120 kg
41,200 kg

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