I'm completing a column design in RAM Structural System and need to update a number of columns. However, it seems like the clickable area for a column to select it is incredibly small. I have to try to select the column multiple times (which takes...

I'm working on reducing the embodied carbon of a project of mine, and I'm having to compare column systems, between WF columns and HSS. WF columns have significantly lower embodied carbon (~60% reductions when using the same weight of steel), so I...

There is a pretty nice procedure for importing geometry from RAM SS to RAM Concept for two-way slab design and vise versa to capture the two-way slab properties in RAM SS. But this is really only idealized for when there is only a two-way podium a...

Given the apparent impasse on acquiring licenses to FloorVibe, and the number of hurdles in the way of using FloorVibe, it seems that integrating this analysis directly within RAM SS would be beneficial. For a long time this was a selling point of...

Include the self-weight of braces in the dead load.

In Ram concrete columns, there is often an error in the design of the columns which is due to the spacing of shear links whereas it is impossible to change the spacing manually, thus making all the columns design failing due to a shear links spaci...

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.

Update AS1170.4 to latest version (2024) in Ram Structural Systems

When generating the column design report, please don't make me click OK for every inadequate column. A summary of all inadequate columns or no warning at all would be sufficient.