In latest version of RAM connection cap plate design is available as moment only, there is no provision for pinned type cap plate design (bolts inside column flange.). We need to provide pinned type cap plate connection as per project requirement....

The welded shear plate connection is the most common connection in renovation jobs where existing steel is shored, cut, and reconnected to new steel, which could be a beam or column. For beam to girder, shear plate is usually extended to clear the...

When a column is moved it only moves on one level which makes you chase down data check errors when columns are misaligned. When column locations change it would be nice to have the option to move it on all levels and not just the one selected.

For extended shear tabs with the shape of the Fig. 10-19c of the AISC Construction Manual, the check for the thickness is missing in the report. Ref Feature (PBI) #1568164

Do not clear steel beam sizes when changing non-composite to composite. I'm not sure if this is deliberate or a bug, but members with assigned sizes can be changed from composite to non-composite in the modeler without losing their assignment. How...

In the steel beam module, allow a different size for the cantilever and backspan when modeled as "extensions".

Please add the ability to generate load combinations and create custom load combinations in RAM Steel Beam and RAM Steel Column for the gravity loads. Updated codes and additional requirements (such as the need to incorporate FM Global datasheets)...

For connections with haunch beams, add the possibility to select the type of transversal weld, and checks for the longitudinal weld. Ref feature (PBI) #1728459

For a BCW connection the stiffeners can be provided at top and bottom flange location of beam. But in design no calculation is shown for the same. So the need to to introduce AISC Single plate enhancement for BCW plate stiffener thickness checks. ...

Provide the ability to assign a parapet/roof screen/roof projection graphically in RAM Frame for the purposes of customizing the exposure at each top level of a building structure.