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...

It would be a time saver to not require reanalysis of the building for changing/adding a foundation element or their properties, by allowing modeling to be conducted in the foundation module.

Some reports are long and take a while to load. It would be nice to have the ability to terminate the report loading/printing process.

Add a Progressive Collapse Module to RAM SS

Add a feature to allow for varying report detail levels. Short, medium, and long very detailed reports.

Add Copy footing from one location to adjacent footing so that footing have the same geomerty and reinforcing.

When modeling braced frames on structures with sloping roofs, you are forced to model the diaphragm at one level without slope for proper lateral load application; this causes the brace geometry to be wrong. It would be nice to be able to model th...

Please add selection set presets for groups of load cases in the analyze dialogue in RAM Frame. I always have at least groups of load combos for strength and groups for deflection, and sometimes have groups for modal analysis. It would be great to...

Allow match properties in the RAM Modeler. For example, if I have a bunch of concrete walls and I want them to have the same material properties as an existing wall in my model, I'd like a way to match the properties to the existing wall.

When generating the column design report, please don't make me click OK for every inadequate column. A summary of all inadequate columns or no warning at all would be sufficient.