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" vertical5-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
HelloGreg
Thank you for the feedback. These requirements were add to thedevelopment list for future versions.
RegardsValentin Dumitru
You can find the answer to this question in our "Advance Design" forum, category "Steel design".
Regards
Philippe
You must be signed in to post in this forum.
GRAITEC GROUP 2018 | WE'VE UPDATED OUR PRIVACY NOTICE - Click here to find out more about how we collect, store and handle your personal data and your rights.