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RE: Coefficient of friction-mortar to steel

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I recall that values are given in J10 of LRFD of AISC manual.  Factor of
safety of 2.0 should be used.


Ron Hill
HILL Consulting Engineering
Birmingham,AL

-----Original Message-----
From: MSSROLLO(--nospam--at)aol.com [mailto:MSSROLLO(--nospam--at)aol.com]
Sent: Wednesday, November 18, 1998 8:24 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?