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How would you do the reinforcing for multiple wall footings with different widths around a building? Specifically with a 2 foot wide X 1 Foot depth ( 3 #5 continuous bottom ), a 3 foot 6 inch wide X 1 foot depth ( 4 #5 continuous bottom ), and a 5 foot wide X 2 foot depth ( 6 #6 top and bottom). There is transverse bar too, but I have already figured that part out.
This is a forum to ask AutoCAD questions. Perhaps you should consult a structural engineer to help answer your question properly.
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