Please add the ability to model and design wood beams in Ram SS. We design many structures that are a combination of wood, concrete and steel, and including design of wood members would not be difficult to incorporate. It would help RAM catch up w...

It will be helpful for RAM Concept to allow the engineer to specify at what stage the PT slab or beam will be stressed, in a similar mechanism to what RAPT allows. It would also be helpful for RAM Concept to warn the user when Clause 8.1.6.2 is no...

You are able to model braced frames with HSS column, beam, and brace in RAM Modeler/Frame. However when you push this to RAM connection you are unable to design the connection at this joint. This is very limiting.

The ability to flag a member as a wind girt so wind loading is applied to the member if a diaphragm is not present.

The ability to split members (beams and walls) in Modeler would be very helpful, rather than delete and reenter

Lifting lugs and cap plates are always needed for modular design which is done within Staad + Ram Connection...these are standard type of connections and their design should be accommodated within the programs vs having to use other programs to do...

Ability to add point loads or line loads to areas. Areas would then distribute the loads to the supporting members based on the direction of the area.

please add a feature to model and design circular or curved beams.

Using the analysis results from FEM and wall end support node reactions of shells, it would be great to have the option to design continuous footings via the foundation module similar to the spread and combined footings design module, or via extra...

ASCE 7 (10, 16, and 22 versions) section 27.1.5 specifies a minimum wind load on the entire building projected area (see commentary). This should be applied as a separate load case. RAM Frame treats this as individual floors shall not receive less...