Provide a better, cleaner translation when importing a RAM SS model into RAM Elements. The Centerline layout in RAM SS is difficult to work with in RAM Elements.

To model masonry walls using the wide column method, it is necessary to place properties of the transformed section, hence the need to be able to edit the properties of the section without having to change its measurements.

The ability in the tilit-up module to apply concentrated (vertical and out-of-plane) loads at locations in-between supports of the walls.

please add these two capabilities as structures are becoming more complex and dyamic analysis in time history or steady state are useful to study parameter like impact or vibration. I think STAAD has these features but I want this in RAM element too.

Please, add an option to select members by section type or material.

Output - Output - Design – Reinforced concrete – Members Concrete column module. But the Bentley team suggested checking the column design under the concrete column module. In this way, only the program gives detailed design reports. But it looks ...

Update clear cover to beams & columns in one go without selecting beams and columns individually multiple times. This task can be cumbersome, and I believe that getting the option to edit multiple column's information is a great idea to introd...

The interface between RAM elements and RAM Concept. I have modeled the complete structure in RAM elements. I have designed the isolated and combined footings. Unfortunately, RAM elements do not support the combined footing with 3 or more columns. ...

Currently only the AISC 360– 2010 can be used with the design guide 25 1st edition for tapered member. It is necessary to have the option to use de DG 25 2ed for the AISC 2016 and 2022.