Currently for beam to column connections, if the beam is HSS then the column must also be HSS. This is very limiting. It would be nice to allow HSS beam to WF column connections. The forces are often shear, moment & torsion. It would be great ...

Ram Connection provides output including "Geometric Considerations". The descriptive labels are incorrect. I suggest that Bentley, Ram Connection make corrections. The Output notes "external" and "internal" flanges. The Help section notes "top" an...

Hi, I justa want to request to add an option for Angle Bar columns for Ram Connection. Angle bar columns are normally used for communication towers, either 3-legged or 4-legged. Regards,Nicolas