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 ...

Below is a list of thoughts about lateral point(nodal)/line loads. Incorporating any of the below ideas would be helpful. 1. Allow the user to apply lateral line loads as well as lateral point(nodal) loads. 2. Allow the user to apply lateral point...

I don't need multiple design warnings for the same condition. For example, I have an out-of-plane shear strength warning for one of my segments. I have 26 warnings (associated with 26 combinations) for the same condition. The "worst" one listed in...

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. ...

Within the concrete column view update, the following improvements to be implemented - Display the story name (i.e. PH Roof) instead of just story number, including the size. The ability to change the size and even define new sizes (e.g. 18x36, 18...

Ram Connection provides output including "Geometric Considerations". The descriptive labels are incorrect. I suggest that Bentley, Ram Connection make corrections. The Output notes "external" and "internal" flanges. The Help section notes "top" an...

The shear wall module bar template is limited to 3 curtains. Please increase to 5 or more.

Hi, I justa want to request to add an option for Angle Bar columns for Ram Connection. Angle bar columns are normally used for communication towers, either 3-legged or 4-legged. Regards,Nicolas