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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.
PART A A new process plant for ore processing is currently being planned. The design is only in the first stage. However, three requirements have already been clearly stated:
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Our sir asked us to design a knuckle joint...they gave us only the tensile force applied on the joint as 50kn...and told us to find the appropriate material..so what can we use???
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