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

Anchor bolt cover

[Subject Prev][Subject Next][Thread Prev][Thread Next] What is the minimum cover for an anchor bolt in a cast in place concrete pier? Also, what section of the ACI or AISC (ASD) refers to this? The column is supporting gravity loads only.


TIA



Randy Diviney P.E.
Structural Engineer
Hayes Large Architects
Altoona, Pa
(814)946-0451

* * 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