Posted Fri, 01 Oct 2010 01:36:43 GMT by Greg Daneshvar
When Graitec will adopt FEMA 350 moment connectionrequirements?
I would like to  see the following improvements:
1-Top & bottom flanges to be cut for RBS (reduce Beam Section) values .
2-New value from face of column to face of beam web.
3-Beam web to receive miter cut for C.J.P. weld.
4-Shear tab is no longer rectangular. it is tapered. 1" horizontal,1" vertical
5-Continuity plates need gap from inner side of column flanges & be beveledalong column flange.
6-Additional fillet weld added to top flange C.J.P.

See City of Los Angeles Building Department standard details & refer toFEMA 350 publication.

Regards,
Greg Daneshvar

Posted Fri, 01 Oct 2010 22:29:50 GMT by Greg Daneshvar
When Graitec will adopt FEMA 350 moment connectionrequirements?
I would like to  see the following improvements:
1-Top & bottom flanges to be cut for RBS (reduce Beam Section) values .
2-New value from face of column to face of beam web.
3-Beam web to receive miter cut for C.J.P. weld.
4-Shear tab is no longer rectangular. it is tapered. 1" horizontal,1" vertical
5-Continuity plates need gap from inner side of column flanges & be beveledalong column flange.
6-Additional fillet weld added to top flange C.J.P.

See City of Los Angeles Building Department standard details & refer toFEMA 350 publication.

Regards,
Greg Daneshvar

Posted Tue, 01 Feb 2011 14:20:28 GMT by Valentin Dumitru

HelloGreg

Thank you for the feedback. These requirements were add to thedevelopment list for future versions.

Regards
Valentin Dumitru

Posted Wed, 16 Feb 2011 23:21:23 GMT by

You can find the answer to this question in our "Advance Design" forum, category "Steel design".

Regards

Philippe

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