There should be options for checking gravity beams/columns for multiple load combinations. Having to select whether snow or live loads are to be used is a bit 1980's era softwaresk. Additionally, it would be beneficial to be allowed to apply wind ...

RAM concrete ignores out-of-plane shear stress less than 0.000050 ksi. Allow us to increase this threshold or ignore it entirely. I'm still getting walls flagged for 0.2 kips of out-of-plane shear in a 10' wide by 26" thick wall.

Provide keyboard shortcuts for RAM Modeler similar to CAD to speed up time it takes to create a model.

Below is a list of thoughts about lateral point(nodal)/line loads. Incorporating any of the below ideas would be helpful. 1. Allow the user to apply lateral line loads as well as lateral point(nodal) loads. 2. Allow the user to apply lateral point...

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...

Currently when the user exports data to CSV, it's basically a text version of the pdf data output. The organization of data is difficult to post-process because the data has page headers based on load cases and combinations (among other items). At...

Being able to create custom load combos using the API would be extremely useful if there was an option to specify which plans to generate along with each combo (stress, force, deflection, reactions, soil bearing). Having to create the plans manual...

Ability to generate moving loads in RAM Elements similar to STAAD.Pro.

Currently for beam to column connections, if the beam is HSS then the column must also be HSS. This is very limiting. It would be nice to allow HSS beam to WF column connections. The forces are often shear, moment & torsion. It would be great ...

It has come to my attention that the program is using the Foundation base-soil friction coefficient to compute the passive pressure resistance when using Columb (it's using this to back calculate "delta"). To be frank, this is just wrong IMO. The ...