Need a book? Engineering books recommendations...

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

RE: How Can Force in "All Thread" be Determi

[Subject Prev][Subject Next][Thread Prev][Thread Next]

Use a hydraulic bolt tensioner such as:

Hydraulic bolt tensioners attach to the threads extending beyond the nut.
You hydraulically apply the amount of tension that you want, and tighten the
nut to lock in the tension.  Hydraulic tensioners are quite common in the
petrochemical and nuclear industry.  I have also used them to tension F 1554
105 ksi anchor bolts for buildings.

Harold O. Sprague

> -----Original Message-----
> From: Roger Turk [mailto:73527.1356(--nospam--at)]
> Sent: Tuesday, October 09, 2001 3:42 PM
> To: SEAOC Listservice
> Subject: How Can Force in "All Thread" be Determi
> I have a project reinforcing glue-laminated beams in an existing wood 
> panelized roof of an industrial building and have specified using 
> prestressing strands to do the reinforcing.  The contractor wants to use 
> "all thread," however, I cannot think of a way to measure the force in the
> "all thread" as it is being tightened.  The situation is such that the
> force
> in the "all thread" *has* to be measurable as the roof has a combination
> of 
> simple span, single cantilever and double cantilever GLBs.
> A. Roger Turk, P.E.(Structural)
> Tucson, Arizona

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