Analyze and design ramps that joins different levels in a structure, as the ones you find in parking structures, for both, concrete and steel.

I am designing a Column-Gusset-Base Plate Connection for a Steel Specially Concentric Braced Frame and I am wondering: Is it possible to modify the location position of the shear lug? I would like to align it with the centerline of the column like...

This feature will save the user runtime by not analysis the model again and again after it is closed once your working hours are done and next day engineer can pick it up from the same page where he left without re analysis the model, sometimes th...

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 ...

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?

Could we get the option for other than rectangular openings in shells? Round openings in particular would be very helpful, especially in an FEA program where sharp corners create large stress concentrations that may not even be present when many o...

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...

There seems to be a fundamental problem with lateral drift for wind in RAM Frame. Currently, accounting for lateral drift in accordance with ASCE 7, Appendix CC "Serviceability Considerations" requires some juggling. To follow this procedure, one ...

I would like to request that you make an option available to make the units for the bar presentation different from the units that I work with in plan. I tend to work with inches when I am adjusting the geometries of slabs and bars because working...

Add connection type - 'Toe Plates'. Commonly used on site to provide a moment connection between cross-beams. Add connection type - 'Base Plate - Column on Beam Top Flange' Add feature to allow gusset plate lengths at beam interface to be modified...