In SColumn 3D view, viewing the column sizes shows labels at each floor. The labels often overlap (especially at HSS columns) and it is difficult to see. Recommend only showing the size tag once if the column is not spliced. Other parameters (Lb, ...

As off now, RAM ignores the drop panel/thickening added locally when checking for punching shear.

In the Column module, you should be able to assign HSS Column series to be checked (such as HSS5X5, HSS6x6, HSS7x7) similar to how you can assign a specific Wx column series to be checked.

Currently, if you select a beam in the Steel Beam Module, select a new size, click Analyze, and then click Update Database, that size is permanently attached to the member (i.e. frozen). However, if you select a beam, click Optimize, and then clic...

When concrete section cuts are deleted by the program due to geometry changes etc, a popup window notifies the user that this has been done. However, in at least one situation I recently discovered, this type of notification isn't present. And tha...

Applying lateral line loads over beams or columns under Wind load case. Can we apply line loads over beams or columns under the Wind load case? Attached snip for ref. Since grid A is the outer face of the building we have a roof canopy beyond grid...

When running schematic designs, I want to reset sizes when adding additional lateral frames. Currently, the only way to clear out sizes is to fence plan by plan. It would be much faster to do this by elevation.

Currently there is no simple way to model a banded slab with complex steps and openings within the band so allowing the openings to have priority over the beams without checking the "Mesh as Slab" option would mean the beams could be simply added ...