allow for snow and roof live loads in the same model more intuitiveness in the software to resolve small dimensional differences remove modules and allow layout and analysis to be performed in the same space create a better GUI interface for addin...

I believe it would be beneficial to incorporate stiffeners into skewed angled shear connections to enhance their strength and stability. Implementing this adjustment could improve performance and overall structural integrity.

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

I am currently designing a horizontal column-beam-brace connection where one beam is a W12 section and the other is a W8 section. I would like to design the gusset plate using a bolted flange connection. However, I have noticed that the software c...

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...

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.

There is no feature to apply triangular soil pressure or snow drift on shell elements that exist in other programs. I like this feature to be added to RAM Elements. Also, please add a feature to reduce in plane and out of plate stiffness of shell ...

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. ...

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 ...

Hi Karl, I hope this message finds you well, may I please request to include a full screen crosshair (just like in AutoCAD) in the program so that we can see if the tendon is in a same line when separated by an opening or when the slab is very lar...