Hi Karl, I hope this message finds you well, can we have an option to see the wall reaction in kN/m instead of just kN?

Please Incorporate the Splice Connections consider the seismic provisions from AISC 341-10 codes in RAM connection software. This will be very useful for High seismic zone.

The ability to add steel beam web openings would be very helpful. SBeam is the only way to do that now, but it requires pulling loads out of Elements, instead of being integrated into the main program or even the steel beam module.

please add a feature to model and design circular or curved beams.

I would love to have gridlines to help keep everything straight. Also, a toggle switch that doesn't allow you to select the grids.

99% of the details I have seen for vertical x-bracing shows one member continuous. I design a lot of connections for a steel fabricator and I am always required to perform a hand calc or 2 ram connection calcs with one being the horizontal X-brace...

As far as I am aware, RSS does not track the load transfer when a wall is sitting on a one-way deck without a supporting beam or wall directly below. The loads from the wall above the deck is "lost". My firm does a lot of multi-family construction...

Add Fixed end beams to the gravity beams for design.

Pretty self explanatory. Allow the user to convert a construction grid to a primary gird element. Grids are constantly changing throughout the design process due to requirements for columns to shift/etc. The tools for modifying primary grid system...

It has come to my attention that the program is using the Foundation base-soil friction coefficient to compute the passive pressure resistance when using Columb (it's using this to back calculate "delta"). To be frank, this is just wrong IMO. The ...