Posted Sat, 20 Feb 2010 08:16:32 GMT by Bart ROHAL Steel Detailing Online Inc President/steel detailer
V2010:
When creating a welded moment (beam to column) & welding flanges from top, the bottom back-up bar clashes into bottom flange resulting in a clash report for every moment connection. Can you test and verify?
thanks...
Posted Mon, 22 Feb 2010 09:44:18 GMT by Dumitru BERTEANU Graitec ROMANIA
The moment end plate is not cutting the beam to the flange of the column as is intended to use this joint in combination with another one for a beam to column connection (e.g. : Clip angle ), and this joint will do the cut. 
Posted Mon, 22 Mar 2010 16:22:17 GMT by Greg Daneshvar GD Drafting Steel Detailer
Dumitru,
Regardless what is intended to the bottom back-up bar clashes into bottom flange. I run into the same problem. I think this should be fixed by Graitec.

Regards,
Greg Daneshvar

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