Need a book? Engineering books recommendations...

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

RE: Sole plate anchor rod holes

[Subject Prev][Subject Next][Thread Prev][Thread Next]
Typical standards I've seen call for 1 13/16" holes in the sole plate
when using a 1 1/2" anchor bolt.

Candi Anderson, P.E.  


-----Original Message-----
From: Chris Towne [mailto:ctowne(--nospam--at)chaptech.com] 
Sent: Friday, September 16, 2005 12:02 PM
To: seaint(--nospam--at)seaint.org
Subject: Sole plate anchor rod holes

For you bridge engineers...

We are reviewing shop dwgs and the fabricator wants to put a 2" dia.
hole in
the bearing sole plate for a 1.5" dia. anchor rod.  This seems
excessive.
Does anyone have any suggestions?

The bridge is a simple span, 48' long, one end fixed and the other end
expansion with no anchor rods.  The bearings are steel reinforced
elastomeric pads.

Chris Towne, P.E.
Chapman Technical Group
200 Sixth Avenue
St. Albans, WV 25177
304-727-5501


******* ****** ******* ******** ******* ******* ******* ***
*   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 
******* ****** ****** ****** ******* ****** ****** ********