I would like the column connection eccentricity use the actual column geometry to consider whether the centerline of the beam strikes the web or the flange of the column. Currently, RAM allows you to specify an angle to "split" the reaction, but t...

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.

Add wall thickness to steel column trial group.

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)...

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...

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.

As part of user assigned beam sizing, occasionally would like to override the default camber value reported.

Adding an axial design check for beams or collectors to a braced frame lateral frame system. In particularly for rigid diaphragms these forces are not applied to horizontal members and require separate hand checks or analysis in another program. T...

See PRODUCT BACKLOG ITEM 1677993 In RAM Concrete Beam and Column, we report 0.75*Tn, which is actually 0.75*Tth (see ACI 318-19 22.7.4.1). I recommend using that notation in Concrete Beam and Column Design reports when ACI 318-14 or ACI318-19 is u...