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Back to Practice Questions
CivilSoil Mechanics
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When two column loads are unequal, which of the possible footing can be provided?

A

Strap footing

B

Raft footing

C

Trapezoidal combined footing

D

Mat footing

Correct Answer

тЪЩя╕П TE тАв Technical Concept & PrincipleCivilSoil Mechanics
Option C

Trapezoidal combined footing

Quick Summary:

A trapezoidal combined footing is used when two column loads are unequal and there is a restriction on the property line or space available, ensuring the center of gravity of the footing area coincides with the resultant of the two column loads. This uniform pressure distribution is essential to prevent differential settlement in foundations supporting columns with asymmetric loading.

тЪЩя╕ПTETechnical SolutionConcept & Principle
ЁЯТб Explanation

A trapezoidal combined footing is used when two column loads are unequal and there is a restriction on the property line or space available, ensuring the center of gravity of the footing area coincides with the resultant of the two column loads. This uniform pressure distribution is essential to prevent differential settlement in foundations supporting columns with asymmetric loading.

ЁЯФв Key Formulas

q=P1+P2Aq = \frac{P_1 + P_2}{A}q=AP1тАЛ+P2тАЛтАЛ тАФ Uniform soil bearing pressure required for stability

x╦Й=P2├ЧLP1+P2\bar{x} = \frac{P_2 \times L}{P_1 + P_2}x╦Й=P1тАЛ+P2тАЛP2тАЛ├ЧLтАЛ тАФ Location of the resultant load from the larger column

тЪЩя╕П Working Principle

The principle relies on aligning the centroid of the footing area with the resultant line of action of the loads P1P_1P1тАЛ and P2P_2P2тАЛ. By varying the widths of the footing at the ends corresponding to the larger and smaller loads, the area is distributed such that the soil pressure remains uniform, calculated as q=P1+P2Aq = \frac{P_1 + P_2}{A}q=AP1тАЛ+P2тАЛтАЛ, which avoids tilting or excessive bending moments in the footing.

ЁЯУМ Key Points
  • тЦ╕

    Used specifically when column loads are unequal and space is limited.

  • тЦ╕

    Ensures uniform soil pressure distribution to prevent unequal settlement.

  • тЦ╕

    The shape is determined by the ratio of the column loads and the spacing between them.

  • тЦ╕

    Prevents structural damage due to tilting moments.

тЬЕ Advantages
  • тЦ╕

    Prevents eccentric loading on the foundation soil.

  • тЦ╕

    Economical when column spacing is small.

  • тЦ╕

    Allows construction near property boundaries.

тЭМ Disadvantages / Limitations
  • тЦ╕

    Complex geometry complicates shuttering and reinforcement.

  • тЦ╕

    Requires precise calculation of the center of gravity.

ЁЯЫая╕П Applications / Uses
  • тЦ╕

    Multi-story building foundations with interior and exterior column load differences.

  • тЦ╕

    Foundation systems where column spacing is constrained by site boundaries.

ЁЯУД Additional Information
  • тЦ╕

    Rectangular footings are preferred when loads are equal; trapezoidal are strictly for unequal loads.

  • тЦ╕

    Strap footings are used to connect an exterior column to an interior column when property line constraints exist, not necessarily due to unequal loads alone.

ЁЯУК Diagram / Illustration
Trapezoidal Footing LayoutLoad P1Load P2Resultant R = P1 + P2
тЬЕ

C is correct тАФ A trapezoidal combined footing allows for the alignment of the footing centroid with the resultant of unequal column loads, ensuring uniform pressure distribution.

Core Concepts Used
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Structural Foundation Design Soil Bearing Capacity Centroidal Alignment
ЁЯТб EXAM TIP

Always check for 'property line' constraints in questions; if mentioned alongside unequal loads, a Strap or Trapezoidal footing is almost certainly the required design.

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