We need a way to access and edit nodal loads through data access. It is painful having to manually define and assign all the point loads through the modeler elevation view. Could we at least assign them in frame? Instead of assigning point loads t...

Currently, if the user sets up wall designs in Ram Concrete Wall, updating the cracked factor in RAM Modeler deletes all Concrete Wall groups/section cuts/rebar assignments/etc stating that "the geometry of the wall was updated." This gets extreme...

Betonarme binaların projelendirmesi ile birlikte çelik binaların projelendirilmesinde de kendi ülke standart ve kurallarını kullanmak, mühendislerimiz için kolaylık ve rahatlık sağlayacak, programlarınızın ülkemiz içerisinde kullanımının yaygınlaş...

Türkiye de yaşayan mühendislerin programlarınızı kendi ülke standart ve kurallarına göre daha rahat kullanabilmeleri ve bunun paralelinde programlarınızın kullanım oranlarının artması doğrultusunda eklenmesi yaralı olacaktır.

Currently RAM Frame only applies pseudo-diaphragm loads to beam/column frame lines that include columns and the loads are subdivided based on the column tributary areas, not the beams. However, in many cases, collectors need to be detailed for var...

a. Integration between RSS design modules and Revit modeling software                              &n...

Autodesk, CSI, and other applications provide the users a vast API to allow their creativity to facilitate the design process. Give us a proper API in a real programming language such as Python, C#, or C++, that allows users to create custom funct...

It's now 2024, many if not all of the requests in this forum have been open requests for YEARS and in some cases over a DECADE. Why is this program not being updated other than for new code requirements? Wind uplift still has not been implemented ...

When the bottom of the Column is a foundation and user elects to use Col forces from RAM Concept whereby no Concept forces/moments and therefore RSS will use RAM Conc Analysis(for Col bottom forces and those moments are always negative), for a lac...