It would be great to have the ability to save shapes to the file instead of locally. It can be difficult to keep track of custom shapes used on past projects.

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...

Many times during troubleshooting operations it would be extremely helpful in being able to see how Elements is calculating stress, etc. It would be a great enhancement to have the option to view and print the detailed calculations rather than jus...

Double back-to-back channels are typical for design of walers. Adding double channel section for beam splice connection with end plates would allow for this type of connection to be modeled.

Currently, there are relatively few stiffening rib arrangements that can be selected in RAM. There is currently no way to customize the arrangement of stiffening ribs in the software. This brings inconvenience to project execution. It is hoped tha...

This could be a little complicated but would be extremely useful in cases where we have multiple transfers and we need to make sure the members have desirable global deflections in addition to local.

In RAM Modeler, the Layout>Slab>Slab Penetration Layout dialog box is not adjustable - it would be beneficial to be able to make this view different sizes when you work on a project with a large amount of slab penetrations. For example the a...

There is only an option of inserting cantilever length or provide X or Y intercept for beam extension. It would be useful to have an option of selecting an end point like stubs.

When using the RAM Concept module within RAM Structural System, the program forces you to use the default layers and settings in RAM Concept. However, if you have a heavily customized template for Concept, there's no way to apply it to the level e...

I had a connection that required a shear connection framing from one beam, a moment connection from another beam and a horizontal brace from another beam all at one column. The detailer needed a combined detail merged as one. As another example, w...