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

RE: Anchor Bolts

[Subject Prev][Subject Next][Thread Prev][Thread Next]
I, too, have heard about that urban legend where plates at the end of anchorbolts are a bad idea. Supposedly, they are more apt to create a failure plane in the concrete and provide no more pullout resistance than a headed bolt.
Just because you have not had a failure (yet), there is no cause for optimism :o).
No, I have no references to back up this urban legend, but I'm sure there are folks out there (and at PCA, PTI and ACI) that may have.

Bill Allen, S.E. (CA #2607)
Consulting Structural Engineers
Laguna Niguel, CA
V (949) 365-5696
F (949) 249-2297

-----Original Message-----
From: E.B.Davison, P.Eng. [mailto:rndeng(--nospam--at)]
Sent: Friday, August 25, 2000 12:29 PM
Subject: Anchor Bolts

I noted some years ago when assessing tornado damage that "hooked" anchor bolts pulled straight out of the concrete leaving nothing but a 3/4" diameter hole.  Since then, when anchorage is critical I have specified straight anchor bolts with a minimum 3"x3"x3/8" plate between two nuts at the end of the embedded bolt.  Contractors and fabricators complain but the bolts do not pull out.
B.Davison, P.Eng.
RND Engineering (1997) Ltd.
Edmonton, Alberta T6B 2M9
1(780) 465-8995