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...

Currently, the concrete column design forces report only shows dead and live loads, but I would like to get combination loads that may include wind, seismic, etc.

The most recent developer's guide is from 2017, so I was wondering if we could get an updated document? I know that at the very least joist stuff has been added since then. And along those lines, I'd love to be able to pull joist self-weight direc...

Wind loads tributary to "ground" are not applied even if there are stories below ground. Please add an option to allow the user to apply these currently neglected loads to the structure.

Please add selection set presets for groups of load cases in the analyze dialogue in RAM Frame. I always have at least groups of load combos for strength and groups for deflection, and sometimes have groups for modal analysis. It would be great to...

Some reports are long and take a while to load. It would be nice to have the ability to terminate the report loading/printing process.

In the concrete wall module, special boundary element zone requirements are only checked against the displacement method (ACI 18.10.6.2). In ACI 318-14 and 19 section 18.10.6.2 is directed at slender walls with Hw/Lw >= 2. If the aspect ratio o...

When viewing wall stresses in RAM Frame, I would like the ability to set the lower bound above 0. This allows me to set a pass/fail stress test. For example, if I’m interested in 0.163 ksi (which I am), I want to set the upper AND lower bound to 0...

Add a Progressive Collapse Module to RAM SS

Add a feature to allow for varying report detail levels. Short, medium, and long very detailed reports.