Need a book? Engineering books recommendations...

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

RE: Turning 1" Rod

[Subject Prev][Subject Next][Thread Prev][Thread Next]
I agree it will work but I like to have a little extra diameter to
compensate for slight eccentricities from mounting the rod in the lathe
chuck and to be able to make a final, fine cut to the 1" diameter.  But
I'm kinda nit-picky in my machine work - comes from building racing
engines so many years ago.

Bob Garner, S.E.

-----Original Message-----
From: Dave Lowen [mailto:jatech(--nospam--at)kwic.com]
Sent: Tuesday, August 16, 2005 9:46 AM
To: seaint(--nospam--at)seaint.org
Subject: RE: Turning 1" Rod

It will work.

-----Original Message-----
From: Candi Anderson [mailto:canderson(--nospam--at)mercadoeng.com]
Sent: Tuesday, August 16, 2005 12:38 PM
To: seaint(--nospam--at)seaint.org
Subject: Turning 1" Rod

Anyone out there know if I can have a 1" square rod turned down to a
standard thread (UNC) 1" diameter rod?  Or, do I need the original
square rod to be larger?  I need to be able to attach a turnbuckle.
Thanks for any input.

Candi Anderson, P.E. 




******* ****** ******* ******** ******* ******* ******* ***
*   Read list FAQ at: http://www.seaint.org/list_FAQ.asp
*
*   This email was sent to you via Structural Engineers
*   Association of Southern California (SEAOSC) server. To
*   subscribe (no fee) or UnSubscribe, please go to:
*
*   http://www.seaint.org/sealist1.asp
*
*   Questions to seaint-ad(--nospam--at)seaint.org. 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: http://www.seaint.org
******* ****** ****** ****** ******* ****** ****** ********




******* ****** ******* ******** ******* ******* ******* ***
*   Read list FAQ at: http://www.seaint.org/list_FAQ.asp
*
*   This email was sent to you via Structural Engineers
*   Association of Southern California (SEAOSC) server. To
*   subscribe (no fee) or UnSubscribe, please go to:
*
*   http://www.seaint.org/sealist1.asp
*
*   Questions to seaint-ad(--nospam--at)seaint.org. 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: http://www.seaint.org
******* ****** ****** ****** ******* ****** ****** ********

The information contained in the e-Mail, including any accompanying documents or attachments, is from Moffatt & Nichol and is intended only for the use of the individual or entity named above, and is privileged and confidential.  If you are not the intended recipient, be aware that any disclosure, dissemination, distribution, copying or use of the contents of this message is strictly prohibited.  If you received this message in error, please notify us.

******* ****** ******* ******** ******* ******* ******* ***
*   Read list FAQ at: http://www.seaint.org/list_FAQ.asp
* 
*   This email was sent to you via Structural Engineers 
*   Association of Southern California (SEAOSC) server. To 
*   subscribe (no fee) or UnSubscribe, please go to:
*
*   http://www.seaint.org/sealist1.asp
*
*   Questions to seaint-ad(--nospam--at)seaint.org. 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: http://www.seaint.org 
******* ****** ****** ****** ******* ****** ****** ********