Hi All,

Have a sloped beam to column with CJP connection. The beam is sloped & rotated in X axis direction. Per CJP requirments there shpuld be continuity plates align with beam.

Regatdless how I set the USC or which connection do I use (Shear Plate or Moment Connection) to ceate the continuity plates I never get the plates align with beam slope & roytation.

Any suggestion? Has it been updated in AS 2014.

Creation the plates manually isan option to me. Program should be able to ceate it. I'm using AS 2013 on AutoCASD platform.

 

Regards,

Grigor Daneshvar

Attachment: Slope Beam to Column Stiffener.zip