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...

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, ...

I can open RAM concept multiple files and compare the results. However, I belive RAM SS has no such capabilties. Sometimes I like to open two different models at the same time to compare the results.

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.

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.

Add the Modeler Features "Set Show Options" and "Measure Distance" tools to all of the the other RAM SS Modules.

Provide a command to copy beam span reinforcing for beam span to adjacent Beam Line similar to the "Copy beam line to beam line." This is a "time saving" feature. This feature would need to "overlook" beam lentgh differeces.

It is common to set the primary steel effective depth "d" at one depth for all beams in one direction (ie, North / South). The used a different effective "d2" depth for the transverse beams reinforcing steel (ie, East / West) to pass below. This c...