Return to index: [Subject] [Thread] [Date] [Author]

RE: ASCE Wind Speed Criteria

[Subject Prev][Subject Next][Thread Prev][Thread Next]
And might I point out that it is PERFECTLY okay for them to do so. Whatever
works. It's THEIR employers' facilities, and their employers' money.

My original comments, that seemed to have started this fracas, seem to have
been misinterpreted.

I was speaking SOLELY regarding engineers whose major, even ONLY, experience
is in plant design and maintenance, and how they have a hard time with the
vastly different rules in the commercial/residential realm. THAT'S ALL I WAS


William L. Polhemus, Jr., P.E.
Polhemus Engineering Company
Katy, Texas
Phone 281-492-2251
Fax 281-492-8203

> -----Original Message-----
> From: Padmanabhan Rajendran [mailto:rakamaka(--nospam--at)]
> Sent: Thursday, June 28, 2001 2:14 PM
> To: seaint(--nospam--at)
> Subject: RE: ASCE Wind Speed Criteria
> I have come across several
> mechanical, process engineers etc, particularly in the
> field offices, who use uniform wind pressure (handed
> down to them from their peers, perhaps) in designing

******* ****** ******* ******** ******* ******* ******* ***
*   Read list FAQ at:
*   This email was sent to you via Structural Engineers 
*   Association of Southern California (SEAOSC) server. To 
*   subscribe (no fee) or UnSubscribe, please go to:
*   Questions to seaint-ad(--nospam--at) Remember, any email you 
*   send to the list is public domain and may be re-posted 
*   without your permission. Make sure you visit our web 
*   site at: 
******* ****** ****** ****** ******* ****** ****** ********