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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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An unsymmetrical I-Section as shown in figure below. If maximum bending stress is not extend more than 40MPa in the section than find out the moment which it can bear
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Evaluate Bending moment for overhanging beam: Draw the shear force & bending moment diagrams for 15 m span overhanging beam, that overhangs on both sides. This is subjected to
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