RE: Anchor bolt cover[Subject Prev][Subject Next][Thread Prev][Thread Next]
- To: "'seaint(--nospam--at)seaint.org'" <seaint(--nospam--at)seaint.org>
- Subject: RE: Anchor bolt cover
- From: "Wollmershauser Richard (wr)" <WOLLRIC(--nospam--at)us.hilti.com>
- Date: Wed, 8 Aug 2001 13:47:22 -0500
Richard E. Wollmershauser,
Director Technical Services, Hilti, Inc.
Tel: (918) 252-6571
Fax: (918) 252-6347
From: Randy Diviney [mailto:rsdiviney(--nospam--at)hayeslarge.com]
Sent: Wednesday, August 08, 2001 9:15 AM
Subject: Anchor bolt cover
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.
Randy Diviney P.E.
Hayes Large Architects
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