Need a book? Engineering books recommendations...

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

RE: Ring Shank Nails

[Subject Prev][Subject Next][Thread Prev][Thread Next]
In ours too but the question was posed (and rejected).

Thanks

Thor

-----Original Message-----
From: seaint-seaosc(--nospam--at)mail-list.com [mailto:seaint-seaosc(--nospam--at)mail-list.com] On 
Behalf Of Drew Morris Sent: April-06-15 10:10 AM
To: seaint-seaosc(--nospam--at)mail-list.com
Subject: Re: [SEAINT-SEAOSC] Ring Shank Nails

In the shear wall tables of the 2009 IBC they specifically list common nails 
 and give the required minimum diameter and length.

On 4/5/2015 7:47 AM, Thor Tandy wrote:
> I was asked recently if ring shank nails are usable in shear wall design.
> They have a smaller shank thank smooth but the thread is said to
> provide better withdrawal capacity .?
> 
> Any comment?  If they are usable what equivalent shank diameter would
> one use to compare the performance?
> 
> Thanks
> 
> Thor A. Tandy P.Eng, C.Eng, Struct.Eng, MIStructE, FEC Victoria, BC
> 
> Canada
> Email:  <mailto:vicpeng(--nospam--at)telus.net> vicpeng(--nospam--at)telus.net
> 
> hst_ngc4414_9925Please consider the environment before printing out
> this e-mail

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