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What are the limitations with rectangular combined footings?
In this section the analysis is limited to the determination of plan dimensions of the footing. The physical dimensions of the combined footing are determined by allowable soil pressure. The centroid of the footing area should coincide with the line of action of the resultant of two column loads. These dimensions are generally determined by using service loads in combination with an allowable soil pressure.
A tensile test on a specimen having an initial diameter of 13.11 mm and an initial gauge length of 200.0 mm, gave the following data:
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