Difficulty: Medium
Correct Answer: Only (a), (b), and (c) are correct
Explanation:
Introduction / Context:Combined footings support two columns with a single slab when isolated footings would overlap or property lines prevent symmetric layouts. Proportioning rules ensure that the soil pressure is uniform (or linearly distributed without tension), which minimizes eccentricity and prevents edge uplift.
Given Data / Assumptions:
Concept / Approach:
The resultant of the column loads must pass through the centroid of the footing area to avoid net moment that would cause nonuniform contact pressures. Plan shapes are typically rectangular or trapezoidal. Rectangular shapes are efficient when loads are equal or when the inner column is heavier so that the load resultant lies near the geometric center. Trapezoidal shapes are usually adopted when column loads are unequal or edge constraints shift the resultant; they are not “under any loading” but selected to align centroid locations and geometric limits.
Step-by-Step Solution:
Evaluate (a): centroid of area = centroid of loads → correct principle for uniform pressure.Evaluate (b): plan shape options → rectangular or trapezoidal → correct.Evaluate (c): when loads are equal or inner column heavier → rectangular is convenient → correct.Evaluate (d): “under any loading” is too broad; shape choice depends on load ratio and geometry → incorrect.Verification / Alternative check:
Worked examples show moving from rectangular to trapezoidal when column load ratio significantly deviates or when the property line limits projection on one side, to keep the resultant through the centroid of area.
Why Other Options Are Wrong:
Common Pitfalls:
Final Answer:
Only (a), (b), and (c) are correct.
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