Need a book? Engineering books recommendations...

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

RE: Anchors

[Subject Prev][Subject Next][Thread Prev][Thread Next]
D.3.3.4  Welcome to designing per the IBC Kalifornia. You have been

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)] 
Sent: Thursday, January 17, 2008 10:31 AM
To: seaint(--nospam--at)
Subject: RE: Anchors

Steve -


Can you cite the code section for this?


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


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

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




One more thing.


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





V. Steve Gordin, SE
Irvine CA 



******* ****** ******* ******** ******* ******* ******* ***
*   Read list FAQ at:
*   This email was sent to you via Structural Engineers 
*   Association of Southern California (SEAOSC) server. To 
*   subscribe (no fee) or UnSubscribe, please go to:
*   Questions to seaint-ad(--nospam--at) Remember, any email you 
*   send to the list is public domain and may be re-posted 
*   without your permission. Make sure you visit our web 
*   site at: 
******* ****** ****** ****** ******* ****** ****** ********