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RE: Equipment support design

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So, where do the reactions go if the member is not designed locally for Fp?
-----Original Message-----
From: Ben Yousefi [mailto:Ben.Yousefi(--nospam--at)SMGOV.NET]
Sent: Thursday, January 12, 2006 3:00 PM
To: seaint(--nospam--at)seaint.org
Subject: RE: Equipment support design

I do not agree. Only the connection elements need to be designed for Fp, not the supporting members.

 

Ben Yousefi, SE

Santa Monica, CA

 


From: Casey K. Hemmatyar [mailto:khemmatyar(--nospam--at)gmail.com]
Sent: Thursday, January 12, 2006 3:52 PM
To: seaint(--nospam--at)seaint.org
Subject: Equipment support design

 

Dear list:
I appreciate your input on this:
My understating is that when an equipment is installed (about W=4,000 lbs) at the roof of a building, the CBC 2001 1632.2 would apply BOTH to the "attachment of the equipment" and "Supporting Frame."
The beam that is supporting the unit has to be designed for the compression/tension reactions due to Fp of the unit.
TIA
Casey K. Hemmatyar,
PE