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RE: 1960s wind load

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We try to do per 1960 code.  If it is not available, we need to think about alternate.
 
Ravi Vasu
 
-----Original Message-----
From: Scott, William N. [mailto:William.Scott(--nospam--at)veco.com]
Sent: Tuesday, May 09, 2006 10:51 PM
To: 'seaint(--nospam--at)seaint.org'
Subject: RE: 1960s wind load

Should the current wind design criteria be followed?
-----Original Message-----
From: Vasu, Ravi [mailto:Ravi.Vasu(--nospam--at)jacobs.com]
Sent: Tuesday, May 09, 2006 11:09 AM
To: seaint(--nospam--at)seaint.org
Subject: 1960s wind load

Can anybody give some reference or guidelines about wind speed, ASCE guidelines used for
Houston area (refinery structure) in 1960's.      Need to analyse a structure built in 1960s.

Thanks


Ravi Vasu

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