Need a book? Engineering books recommendations...

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

RE: Large diameter bolt clearances

[Subject Prev][Subject Next][Thread Prev][Thread Next]
I had looked at that section in AISC Design Guide 1 (2nd Edition), but the 1/2" they refer to is "from the edge of the hole to the edge of the plate" when not subjected to lateral load.  For the clearance between the washer and the column/ weld, it just says to provide "ample clearance"?
 
Bill Sherman
CH2M HILL / DEN
720-286-2792
 


From: Harold Sprague [mailto:spraguehope(--nospam--at)hotmail.com]
Sent: Tuesday, August 12, 2008 10:30 PM
To: seaint(--nospam--at)seaint.org
Subject: RE: Large diameter bolt clearances

RE: AISC Design Guide 1, Section 2.7.  Provide 1/2" minimum clearance between the washer and the column. 


Regards,
Harold Sprague


From: William.Sherman(--nospam--at)CH2M.com
To: seaint(--nospam--at)seaint.org
Date: Thu, 7 Aug 2008 16:01:28 -0600
Subject: Large diameter bolt clearances

Any suggestions for references for tightening clearance requirements for large diameter anchor bolts (>1.25" diameter)?
 
Bill
William Sherman - CH2M HILL / Denver
Principal Structural Technologist
Structural Global Technology Leader - Water Business Group
720.286.2792
 


Reveal your inner athlete and share it with friends on Windows Live. Share now!