Point of Fixity of a Pile or Drilled Shaft
Point of Fixity of a Pile or Drilled Shaft
(OP)
I am working on an analysis of a large Drilled Shaft and I am having trouble determining the point of fixity of the shaft. I have some texts that talk about it, but they kind of run you around in circles. The top 50 feet of the shaft is in clay. Any suggestions would be appreciated.





RE: Point of Fixity of a Pile or Drilled Shaft
RE: Point of Fixity of a Pile or Drilled Shaft
RE: Point of Fixity of a Pile or Drilled Shaft
RE: Point of Fixity of a Pile or Drilled Shaft
RE: Point of Fixity of a Pile or Drilled Shaft
RE: Point of Fixity of a Pile or Drilled Shaft
RE: Point of Fixity of a Pile or Drilled Shaft
RE: Point of Fixity of a Pile or Drilled Shaft
A bit miserly in giving necessary information to get good suggestions.
RE: Point of Fixity of a Pile or Drilled Shaft
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Look on page 7.2-235.
RE: Point of Fixity of a Pile or Drilled Shaft
I understand that what I stated may have been a little misleading, however I did not ask for suggestions on how to brace the formwork.
Planars,
Thank you for the site, I looked at it quickly and it appears to be what I was looking for. At this time I do not have LPile, but I am going to research the program and see if I can get it. Thanks again.