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RE: Post-Tensioned Frame Analysis Software

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Title: Message
I only complain - and you can't make much of a living as a complainer (is that a complaint or is that a complaint?).
-----Original Message-----
From: Bill Polhemus [mailto:bill(--nospam--at)polhemus.cc]
Sent: Thursday, October 03, 2002 4:23 AM
To: seaint(--nospam--at)seaint.org
Subject: RE: Post-Tensioned Frame Analysis Software

I don't need to to design, only analysis.
-----Original Message-----
From: ASLCSE(--nospam--at)aol.com [mailto:ASLCSE(--nospam--at)aol.com]
Sent: Wednesday, October 02, 2002 4:42 PM
To: seaint(--nospam--at)seaint.org
Subject: Re: Post-Tensioned Frame Analysis Software

Are you talking about P.T. beams & girders with R.C. columns?
You might  want to "farm out" the P.T. design.
Question: Are you familiar with P.T. design and detailing?

Anotnio S. Luisoni
Consulting S.E.
(30 years of P.T. experience)