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RE: Coefficient of friction-mortar to steel

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I would use the 0.4 for concrete to steel per the PCI Design Handbook.

Harold Sprague
The Neenan Company
harold.sprague(--nospam--at)neenan.com


-----Original Message-----
From: MSSROLLO(--nospam--at)aol.com [mailto:MSSROLLO(--nospam--at)aol.com]
Sent: Wednesday, November 18, 1998 7:24 AM
To: seaint(--nospam--at)seaint.org
Subject: Coefficient of friction-mortar to steel


Does anyone have a value for the coefficient of static friction for mortar
on
raw steel?