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RE: Bolts in Combination with Welds

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AISC J1.10 says bolt in bearing type connections shall not be considered as sharing the stress in combination with welds...  This section does allow for sharing in slip-critical connections.  I think this area has recently been discussed/debated though.
 
HTH,
Greg Effland, P.E.
KC MO
-----Original Message-----
From: Paul Feather [mailto:pfeather(--nospam--at)san.rr.com]
Sent: Tuesday, October 09, 2001 3:38 PM
To: SEAOC List
Subject: Bolts in Combination with Welds

I remember reading or hearing that High Strength Bolts can no longer be considered as sharing load with welds.  This makes perfect sense to me, but I cannot remember or find where this provision is specified.   Can anyone direct me to the appropriate code section?
 
Thanks,
 
Paul Feather