Need a book? Engineering books recommendations...

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

RE: [EXTERNAL]Anchor Rods

[Subject Prev][Subject Next][Thread Prev][Thread Next]
As a practical matter as well, an all-thread rod isn't a good idea for a 
lot of reasons.

You can certainly order and make from stock quantities but as you imply 
A307 is not longer a good idea for anchor rods.

As we've discussed here before, F1554 includes not only the specification 
for material, but for all other aspects of specifying and fabricating 
anchor rods. It's quite inclusive, and that was the intent.

-----Original Message-----
From: seaint-seaosc(--nospam--at)mail-list.com [mailto:seaint-seaosc(--nospam--at)mail-list.com] On 
Behalf Of Scott, William N Sent: Wednesday, June 12, 2013 9:03 PM
To: seaint-seaosc(--nospam--at)mail-list.com
Subject: RE: [EXTERNAL][SEAINT-SEAOSC] Anchor Rods

Threaded rods produced to ASTM A307 and anchor rods produced to F1554 are 
not the same. See Portland Bolt for information on anchor rods. Most 
engineers would not use an althreaded rod for anchorage as all the 
development stress is concentrated in the threads..

Bill Scott, PE, SE, SECB
ConocoPhillips Alaska
(907) 265-6062, Cell (907) 952-6019
Sent with Good (www.good.com)

-------------------------------------------------------------------------
Post your message to the list by sending it to: 
   SEAINT-SEAOSC(--nospam--at)mail-list.com.

The email messages sent to the list will be saved in an archive on the World Wide Web.
These archives are located at:
    http://archive.mail-list.com/SEAINT-SEAOSC

To contact the list owner, send your message to:
   SEAINT-SEAOSC-list-owner(--nospam--at)mail-list.com.

Sponsored By: Pacific Structural & Forensic Engineers Group, Inc. (PSFEG)

To unsubscribe, switch to/from digest, get on/off vacation, or change your email address, click here.
<http://cgi.mail-list.com/u?ln=seaint-seaosc&nm=seaintma%40euken.net>