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RE: Anchors

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Scott,

Shear lugs are a great idea since holes (Table 14-2, 13th Ed) for anchor
bolts are oversized and generally not in contact with the anchor rods.
See AISC DG 1 2nd Ed and DG 7, 2nd Ed. 

Bill

-----Original Message-----
From: Haan, Scott M POA [mailto:Scott.M.Haan(--nospam--at)usace.army.mil] 
Sent: Thursday, January 17, 2008 10:37 AM
To: seaint(--nospam--at)seaint.org
Subject: RE: Anchors

D.3.3.4  Welcome to designing per the IBC Kalifornia. You have been
terminated.

To meet this requirement in braced frame buildings I normally put shear
lugs
under base plates and lap anchor bolts down pedestal reinforcement.

-----Original Message-----
From: Bill Allen [mailto:T.W.Allen(--nospam--at)cox.net] 
Sent: Thursday, January 17, 2008 10:31 AM
To: seaint(--nospam--at)seaint.org
Subject: RE: Anchors

Steve -

 

Can you cite the code section for this?

 

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

ALLEN DESIGNS <http://www.AllenDesigns.com> 

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

-----Original Message-----
From: Steve Gordin [mailto:sgordin(--nospam--at)sgeconsulting.com]
Sent: Thursday, January 17, 2008 11:11 AM
To: seaint(--nospam--at)seaint.org
Subject: Re: Anchors

 

Bill, 

 

One more thing.

 

The codes require the anchor design to be governed by steel, or be
considerably overdesigned.  

 

<snip>

 

 

V. Steve Gordin, SE
Irvine CA 

 

	 


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