Need a book? Engineering books recommendations...

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

Load Bearing Concrete Walls

[Subject Prev][Subject Next][Thread Prev][Thread Next]
In multi-story load bearing walls, at what axial load level should one consider meeting the column tie requirements (ACI 318-95  7.10) and minimum column reinforcement ratios? Commentary ACI 318-95 R7.10.3 says that wall like columns may require special designs.

Any references and/or experience would be helpful.

Jim K.

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