It would be useful so that we can accurately navigate the model. It is a real pain to navigate RAM as it is and it is much easier in competitors programs. Right now you click and hold the mouse wheel to navigate left and right but it is difficult ...

It would be helpful to have a column/post to beam connection, basically the inverse of the column cap connection. Also be able to use round sections in this and the column cap connection type

Currently only the AISC 360– 2010 can be used with the design guide 25 1st edition for tapered member. It is necessary to have the option to use de DG 25 2ed for the AISC 2016 and 2022.

Users and engineers

Applying lateral line loads over beams or columns under Wind load case. Can we apply line loads over beams or columns under the Wind load case? Attached snip for ref. Since grid A is the outer face of the building we have a roof canopy beyond grid...

Currently there is no simple way to model a banded slab with complex steps and openings within the band so allowing the openings to have priority over the beams without checking the "Mesh as Slab" option would mean the beams could be simply added ...

a. We have learned recently that this program does not perform a particular check regarding Post-Tensioned Slab-on-Grade design with expansive soils. The Phoenix structures team is currently looking into purchasing a license for a PTI Slab program...

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.

Please add the ability to sort both the section property catalogue and the assign sizes dialogue in RAM Modeler for more efficient workflow. On concrete buildings, as the design and detailing progresses, we get quite a list of concrete beam size...