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

RE: reinforcement splices

[Subject Prev][Subject Next][Thread Prev][Thread Next]
By tension zones, do you mean flexural tension or direct tension on the full

For flexural tension zones, I would say that it is "preferred" but not
essential to keep splices out of the tension zones. For beams where loads
tend to be higher and more concentrated, my standard details show splices to
be located away from tension zones. But for walls of liquid containment
structures, I frequently use splices in the wall dowels just above the base
slab, and splices at wall corners. These are regions of high moments for
such structures. However, design is per ACI 350 which uses higher load
factors/lower service load stresses, so tension stresses should be lower
than for other designs.

As a further question for others who design liquid containing structures,
does anyone regularly include diagonal bars at interior corners of walls
which have internal fluid load (e.g., "optional bars" per ACI SP-66 (88)
Fig. 11)? I've seen numerous sources which "recommend" such bars but rarely
see them in practice.

> -----Original Message-----
> From: John Holliday [mailto:john.holliday(--nospam--at)]
> Sent: Monday, February 11, 2002 11:08 PM
> To: seaint(--nospam--at)
> Subject: reinforcement splices
> I would appreciate all comments concerning the following question:
> Just how important is it to keep reinforcement splices
> outside of tension
> zones.
> Thanks in advance.
> J. Holliday

******* ****** ******* ******** ******* ******* ******* ***
*   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:
******* ****** ****** ****** ******* ****** ****** ********