Need a book? Engineering books recommendations...

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

Anchor bolt confinement in pedestals

[Subject Prev][Subject Next][Thread Prev][Thread Next]
I usually see something like (4)-#3 ties @ 3" o.c. enclosing anchor bolts at the top of a concrete pedestal which is supporting axial load from a column.

I am having trouble finding something in ACI that describes this as a detailing/design requirement. Does anyone know where ACI addresses this or has designed for this before?

Will Haynes, P.E.

Express yourself instantly with MSN Messenger! Download today - it's FREE!

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