I designed a column (tube 9"x9"x.5" A500 Grade B Fy 46)for seismic load in cantilever, fixed at the footing and pinned at top, I will embed this column into concrete pile footing 3' Dia x 7' deep. Q How do I should design the embedment of the column into the concrete, not the concrete into the soil. I used the UBC to calculate the pile footing embedment into the soil. Is any book or article that I can use for design this embedment?
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