RE: Concrete bearing Edge Distance[Subject Prev][Subject Next][Thread Prev][Thread Next]
- To: seaint(--nospam--at)seaint.org
- Subject: RE: Concrete bearing Edge Distance
- From: "Huang, Y. Henry" <HHUANG(--nospam--at)dpw.co.la.ca.us>
- Date: Thu, 23 Mar 2000 14:48:14 -0800
A new publication I just got from the ACI 318-99 Seminar two weeks ago is "Strength Design of Anchorage to Concrete" by Ronald A. Cook, PCA Publication Number EB080. I believe the speaker said it is more recent and better than what is in PCI Design Handbook 5th Edition.
From: merrick group [mailto:merrickgroup(--nospam--at)compuserve.com]
Sent: Thursday, March 23, 2000 8:49 AM
Subject: Concrete bearing Edge Distance
Reference for bearing plate near a vertical edge.
"PCI Design Handbook" 5th edition"
Precast Prestressed Concrete Handbook
4.6.2 Reinforced Concrete Bearing
Figure 4.6.1 Bearing on plain concrete.
PCI telephone: 312-788-0300
This book I also use for high pull-out capacities
for bolts with deep embedments, and multiple
It also makes a strong (how to) point that we are not to ignore
structural deflections when attaching rigid panels.
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