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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 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

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

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RCC Structures Design
If a bent tendon is required to balance a concentrated load W at the centre of the span L, the central dip h must be at least

WL/4P
WL/3P
WL/2P
WL/P

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RCC Structures Design
The amount of reinforcement for main bars in a slab, is based upon

Minimum shear force
Maximum bending moment
Maximum shear force
Minimum bending moment

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

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

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RCC Structures Design
Minimum spacing between horizontal parallel reinforcement of different sizes, should not be less than

Twice the diameter of thinner bar
One diameter of thicker bar
One diameter of thinner bar
None of these

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