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While designing combined footing, the resultant of the column loads passes through the centre of gravity of the footing slab such that the net soil pressure obtained is-
  • a)
    Parabolic
  • b)
    Trapezoidal
  • c)
    Uniform
  • d)
    Non-uniform
Correct answer is option 'C'. Can you explain this answer?
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While designing combined footing, the resultant of the column loads p...
It is desirable to design combined footing so that the centroid of the footing area coincides with the resultant of the two-column loads. This produces uniform bearing pressure over the entire area and forestalls a tendency for the footing to tilt.
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While designing combined footing, the resultant of the column loads p...
Designing Combined Footing

Introduction: Combined footing is a type of foundation that supports two or more columns in a row. It is usually used when the columns are so close together that individual footings cannot be used or when the soil bearing capacity is low and a larger area of foundation is required.

Resultant of Column Loads: The resultant of the column loads is the vector sum of the forces acting on the column. It is the point where the total load of the column is considered to be acting.

Centre of Gravity: Centre of gravity is the point where the weight of an object is considered to be concentrated. In the case of a footing slab, it is the point where the weight of the slab is considered to be acting.

Net Soil Pressure: Net soil pressure is the total pressure exerted by the footing on the soil. It is the sum of the weight of the footing slab and the column loads.

Uniform Soil Pressure: In a combined footing, the net soil pressure obtained is uniform. This means that the pressure exerted on the soil is equal at all points.

Conclusion: The design of a combined footing involves ensuring that the resultant of the column loads passes through the centre of gravity of the footing slab so that the net soil pressure obtained is uniform. This ensures that the footing is stable and capable of supporting the load of the columns.
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While designing combined footing, the resultant of the column loads passes through the centre of gravity of the footing slab such that the net soil pressure obtained is-a)Parabolicb)Trapezoidalc)Uniformd)Non-uniformCorrect answer is option 'C'. Can you explain this answer?
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