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.

Whenever RAM Frame gives a warning about distorted shell elements, the report log provides a list of the affected elements and their coordinates. However, the only way to identify these elements graphically is to move the cursor to the coordinates...

When adding, updating, and assigning custom member sections, deck sizes, and loads in RAM SS, it can become cumbersome searching through the properties tables for the correct table entry since they are organized by the order in which they are adde...

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...

When creating a new model in RAM Concept, it would be useful to have the ability to specify a default template file that all new models are built off of. This would make it easier for users within an organization to follow the same standards when ...

There is currently no option so specify an "Other" load case when adding gravity loads in Modeler through PropTable - just Dead and Live - even though it is possible to assign a nodal load to an "Other" Load Type when in Modeler elevation view. RA...

Allow the user an option for the beam and column module to show end reactions of frame beams and include frame columns in base plate design / summary. Even if with a warning. In many cases I need to define a member as a frame member because it is ...

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...