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RE: Flag Drag

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This is interesting to me.

 

Can you give a general idea of the approach?

 

Sharon Robertson, P.E.

Arcon Engineers 
5625 Ruffin Rd, Ste 130 
San Diego, CA  92123

858/503-7854
858/503-7858 fax

Visit us on the web at www.arconengineers.com


From: jrgrill(--nospam--at)cableone.net [mailto:jrgrill(--nospam--at)cableone.net]
Sent: Monday, September 11, 2006 11:30 AM
To: seaint(--nospam--at)seaint.org
Subject: RE: Flag Drag

 



Ditto,

I have used that reference in the past.

Joe Grill

On Mon Sep 11 13:07 , 'Michelle Motchos' <mmotchos(--nospam--at)sw-sc.com> sent:

NAAMM FP 1001, "Guide Specifications for Design of Metal Flagpoles." is one of the referenced methods in MasterSpec for flag pole design so you might want take a look at that...  http://www.naamm.org/literature.php 

 

Michelle Motchos, PE
Stevens & Wilkinson of South Carolina, Inc. 

Columbia, Sc

 


From: David Maynard [mailto:DMaynard(--nospam--at)kfx.com]
Sent: Monday, September 11, 2006 1:55 PM
To: seaint(--nospam--at)seaint.org
Subject: Flag Drag

Here’s what I got.

 

A flag pole wants to be installed on top of a Structure.  I want to make sure that the flag pole on hand is capable of the loading.  Therefore, I need to know how to calculate the wind load on the waving banner.  Is there a spec out there, or can someone point me in the right direction, as to a design procedure for this.  I’d appreciate it.

 

David Maynard, PE

Gillette, Wyoming


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