Point of Fixity
Point of Fixity
(OP)
Can any one corroborate my definition of point of fixity in a driven pile? Is it the point at which the lateral deflection first reaches zero?
If anyone has a better or more elaborate definition, I would appreciate.
Thanks
If anyone has a better or more elaborate definition, I would appreciate.
Thanks






RE: Point of Fixity
Please see FAQ731-376 by VPL for tips on how to make the best use of Eng-Tips Fora.
RE: Point of Fixity
RE: Point of Fixity
Send the paper at this address LM_1959@hotmail.com
I just need a clear definition for lets say you have a steel or concrete pile. The pile is driven X feet into the ground, the pile extends Y feet above the ground and the pile top is supported. In computing maximum moments due to a lateral load imposed between top support and the ground. I would assume the proper way to compute moments is to use the length to the point of fixity.
Now, how do we determine the point of fixity if I do not have the services of a geotechnical engineer?
Thanks
RE: Point of Fixity
Please see FAQ731-376 by VPL for tips on how to make the best use of Eng-Tips Fora.