RAM Connection V13 - W-Flange Beam to HSS Column - BCF


Working in RAM Connection Standalone

Three questions:

  1. In a W Flange Beam to HSS Column BCF connection, is it possible to rotate the column?  I have a HSS10x8, and the beam is automatically connecting to the 8" Face.  I would like it to connect to the 10" face.
  2. In the same type of connection, why is it that we cannot count the face weld towards connection capacity?  It forces the side plate connections.   Just a limitation of the software?
  3. Will the software ever have the ability to perform HSS beam to HSS Column connections?

Thank you so much!