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RE: 1960s wind load

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Just call the local building official?

> -----Original Message-----
> From: Vasu, Ravi [mailto:Ravi.Vasu(--nospam--at)jacobs.com] 
> Sent: Wednesday, May 10, 2006 8:36 AM
> To: seaint(--nospam--at)seaint.org
> Subject: RE: 1960s wind load
> 
> 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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