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RCC Structures Design

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

40 cm
30 cm
20 cm
75 cm

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RCC Structures Design
On piles, the drop must be at least

120 cm
80 cm
124 cm
123 cm

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

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

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RCC Structures Design
The angle of repose of a soil is the maximum angle which the outer face of the soil mass makes

With the vertical
With the horizontal
None of these
With the perpendicular to the inclined plane of the soil

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RCC Structures Design
The load stress of a section can be reduced by

Replacing larger bars by greater number of small bars
Decreasing the lever arm
Increasing the total perimeter of bars
Replacing smaller bars by greater number of greater bars

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

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

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