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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.
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A cantilever truss is loaded and supported as shown in the figure given below. Find the out value of P , which would produce an axial force of magnitude 3KN in member AC .
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