TAKE MOMENT AT POINT OF FIXITY FROM LATERAL LOADS FOR REINFORCEMENT
> From: Edward Jonson[SMTP:edjonson(--nospam--at)email.msn.com]
> Reply To: seaint(--nospam--at)seaint.org
> Sent: Saturday, May 15, 1999 7:24 AM
> To: SEOC
> Subject: Augercast piles
> I have a project in zone 3 with augercast piles, and the soils engineer
> given me the following design criteria: 16 inch dia piles, allowable load
> 100 K, depth to fixity 10 feet.
> My question is, is there a minimum amount of vertical reinforcement?
> Ed Jonson