Need a book? Engineering books recommendations...

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

RE: A325 Anchor rods?

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

From: behnam heydari [mailto:behnamheydari_80(--nospam--at)]
Sent: Saturday, April 01, 2006 2:45 AM
To: seaint(--nospam--at); steel-detail(--nospam--at)
Subject: RE: A325 Anchor rods?

From:  G Vishwanath <gvshwnth(--nospam--at)>
Reply-To:  <seaint(--nospam--at)>
To:  steel steel <steel-detail(--nospam--at)>, seaint(--nospam--at)
Subject:  A325 Anchor rods?
Date:  Tue, 28 Mar 2006 01:30:53 -0800 (PST)
>I have come across  A307, A36 and F1554 as specs for
>Anchor rods.
>The structural dwg in a current project indicates
>A325 for anchor rods.
>I presumed it was a slip but still indicated A325 in
>the AB dwg, clouded it and asked for verification.
>I also sent a mail to our fabricator on this subject.
>The engineer has confirmed A325 for Anchor bolts while
>commenting on our dwg.
>Is A325 another valid option for anchor rods?
>Have I just learned something new?
>Have you come across this specification for anchor
>rods any time in the past?


Well, thanks for that “blast from the past.”


******* ****** ******* ******** ******* ******* ******* *** * 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: ******* ****** ****** ****** ******* ****** ****** ********