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RCC Structures Design

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

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

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RCC Structures Design
The neutral axis of a T-beam exists

Within the flange
Below the slab
At the bottom edge of the slab
All listed here

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RCC Structures Design
An under-reinforced section means

Steel provided is insufficient
Steel will yield first
Steel is provided at the underside only
Steel provided on one face only

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RCC Structures Design
The advantage of a concrete pile over a timber pile, is

No restriction on length
All of these
Higher bearing capacity
No decay due to termites

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

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

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

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