We should have the ability to see at least what limit state or element of the connection is failing without having to open the results output, which is very slow and time-consuming. If we were provided a small list of elements/limit states, we cou...

Currently the customisation option available for Shear lug provision for Baseplate design as per CSA S16 is very limited. We can currently only give one lug (Rectangular shape) in both the directions. We would like to have customisation options wh...

Problem: Beam to column-web connections (BCW) create dimensional conflicts between beam flange width, and the space between column flanges. This often occurs when the bolt lines project and beam flange lines project inside of the web space and wit...

Problem: Beam to column-web connections (BCW) sometimes require the bolt lines outside of the web space and beyond the flange lines. With double angles, the beam web must fit between the two angles, which becomes a fit-up and erection problem. Sin...

Please consider allowing the use of Parallel flange members as columns in column-column and column-beam connections.

much more stiffener plate type required for column baseplate joint calculation in RAM connection。

a. Integration with Revit (similar to RAM Structural System, see above). b. Integration with Hilti, Simpson, or Dewalt for base plate design modules (see RAM Elements above). c. Adding in the ability to design non-standard steel connections woul...

It is especially needed for copped beams to the web of W columns connections with extended end plates.

Weld group only calculates fillet welds. Seems like a simple addition to check partial penetration groove, flare bevel, and other welds.