Joist self weights are not included in the analysis by default due to varying manufacturer SWs, but you could allow us to specify a self weight in the beam module under the criteria/joists menu.

It would be nice if the integrated RAM Connection would allow a permanent override of brace angle on CBB and CVR connections. RAM SS designs to an analytical line at the top of the beams, and we design braced frame connections to the centerline. t...

Provide an option so that perpendicular footing loads are not applied to the continuous footing. I'm not sure I understand why the program does this in the first place. It seems like you are accounting for the load twice under the current rules.

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

Add a feature to allow the mass from elements to be associated with other multiple diaphragms on the same level.

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

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...

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...

a. Integration with RAM Concept (see above).b. Integration with Revit (similar to RAM Structural System, see above).c. Integrated base plate design through RAM Connection or directly within RAM Elements to Hilti, Simpson, or Dewalt design programs...