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]
F1554 anchor rods meet the ductility requirement of ACI 318 08, section
D.3.3.4.  You can use this spec for any length

On Wed, Jun 12, 2013 at 7:02 PM, Scott, William N <
William.N.Scott(--nospam--at)conocophillips.com> wrote:

> 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)
> 
> -----Original Message-----
> From: Joe Venuti [jovenengr(--nospam--at)verizon.net]
> Sent: Wednesday, June 12, 2013 06:59 PM Central Standard Time
> To: seaint-seaosc(--nospam--at)mail-list.com
> Subject: [EXTERNAL][SEAINT-SEAOSC] Anchor Rods
> 
> Hello All
> 
> In the Anchor Rod spec F1554 does it cover threaded rods up to 4ft long 
> or is that a different spec ?

--
Sincerely,

Ike. D. Ogiamien
Eichleay Engineers inc.

-------------------------------------------------------------------------
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>