Need a book? Engineering books recommendations...

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

RE: Shallow Expansion Anchors

[Subject Prev][Subject Next][Thread Prev][Thread Next]

That is probably the understatement of the (current model code) year.





T. William (Bill) Allen, S.E.


Consulting Structural Engineers
V (949) 248-8588 F(949) 209-2509

-----Original Message-----
From: SGE Structural [mailto:sgordin(--nospam--at)]
Sent: Thursday, July 16, 2009 8:28 AM
To: seaint(--nospam--at)
Subject: Re: Shallow Expansion Anchors




            All kinds of penalties.


V. Steve Gordin, SE
Irvine CA


----- Original Message -----


Sent: Thursday, July 16, 2009 07:48

Subject: Shallow Expansion Anchors


To All,

For anhcoring equipemnt, an Rp = 1.5 shall be used for shallow expansion anchors. Can someone direct me to where this is in the code and the definition of a "shallow expansion anchor"?

Thanks in advance,

Larry Hauer S.E.