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RCC Structures Design

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

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

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RCC Structures Design
The steel generally used in R.C.C. work, is

Stainless
Mild steel
High carbon steel
High tension steel

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RCC Structures Design
In a combined footing for two columns carrying unequal loads, the maximum hogging bending moment occurs at

More loaded column
Less loaded column
A point of zero shear force
A point of the maximum shear force

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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
T - R
R + T
√(R² + T²)

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RCC Structures Design
The length of lap in tension reinforcement should not be less than the bar diameter × (actual tension / four times the permissible average bond stress) if it is more than

18 bar diameters
30 bar diameters
36 bar diameters
24 bar diameters

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RCC Structures Design
The maximum ratio of span to depth of a cantilever slab, is

12
16
8
10

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