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RE: Enercalc-Pole Embedment in Soil

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Wilfredo: usa el "unsubscribe". Mas detalles, en la pagina web de SEAINT,
desde la cual te debes haber suscrito.
Saludos

-----Mensaje original-----
De: Wilfredo Burgos [mailto:w.burgos(--nospam--at)codetel.net.do]
Enviado el: Monday, November 13, 2000 10:38 AM
Para: seaint(--nospam--at)seaint.org
Asunto: Re: Enercalc-Pole Embedment in Soil


por favor no enviar mas mensajes
ya que mi servidor se me pone lento
gracias
wilfredo
----- Original Message -----
From: <BCainse(--nospam--at)aol.com>
To: <seaint(--nospam--at)seaint.org>
Sent: Sunday, November 12, 2000 8:03 PM
Subject: Re: Enercalc-Pole Embedment in Soil


> George-
> It is not the depth of the pier that is important but the relative
stiffness
> of the pier to soil (or rock).  The simplest treatment I've seen for
treating
> this is a 1957 ASCE paper by E. Czerniak.  This paper treats short piers
> (defined as having a Length to diameter ratio of 10 or less) as rigid.  It
is
> a more rational formula than the Outdoor Advertising Sign group that
> developed the UBC formula.  It will treat any combination of Shear and
> moment.  This allows treatment of piers fixed or pinned.  The UBC formula
is
> really limited to a pole loaded at the top.
> Regards,
> Bill Cain SE
> Albany CA
>