Dec 12, 2010 #1 MrTaterman Structural Joined Dec 12, 2010 Messages 1 Location US Where can I find documentation on this topic?
Dec 12, 2010 1 #2 connectegr Structural Joined Mar 16, 2010 Messages 878 Location US RCSC. http://www.boltcouncil.org/files/2009RCSCSpecification.pdf This is the published specification for structural bolting in AISC manual. This 2009 edition is the most current. http://www.FerrellEngineering.com Upvote 0 Downvote
RCSC. http://www.boltcouncil.org/files/2009RCSCSpecification.pdf This is the published specification for structural bolting in AISC manual. This 2009 edition is the most current. http://www.FerrellEngineering.com
Dec 13, 2010 #3 Duwe6 Industrial Joined Jul 27, 2010 Messages 2,189 Location US A-307's are "soft bolts". Only Engineer-of-Record can allow these on structural items. Typically, the Engineer wants A-325's even on the Misc. Steel items, to preclude using the soft stuff on structurel items. Upvote 0 Downvote
A-307's are "soft bolts". Only Engineer-of-Record can allow these on structural items. Typically, the Engineer wants A-325's even on the Misc. Steel items, to preclude using the soft stuff on structurel items.
Dec 19, 2010 #4 paddingtongreen Structural Joined Sep 28, 2009 Messages 1,558 Location US I used to use 5/8" A307s on miscellaneous steel, 3/4" or 7/8" A325 and 1" A490 on my jobs. Michael. Timing has a lot to do with the outcome of a rain dance. Upvote 0 Downvote
I used to use 5/8" A307s on miscellaneous steel, 3/4" or 7/8" A325 and 1" A490 on my jobs. Michael. Timing has a lot to do with the outcome of a rain dance.
Dec 20, 2010 #5 Duwe6 Industrial Joined Jul 27, 2010 Messages 2,189 Location US paddingtongreen, excellent choices! No way to mix up grades during installation. Upvote 0 Downvote