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...

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

Update AS3600 to latest version (2018) in Ram Concrete Module for concrete beam, column & wall design

I don't need multiple design warnings for the same condition. For example, I have an out-of-plane shear strength warning for one of my segments. I have 26 warnings (associated with 26 combinations) for the same condition. The "worst" one listed in...

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...

a. Integration between RSS design modules and Revit modeling software                              &n...

Autodesk, CSI, and other applications provide the users a vast API to allow their creativity to facilitate the design process. Give us a proper API in a real programming language such as Python, C#, or C++, that allows users to create custom funct...

It's now 2024, many if not all of the requests in this forum have been open requests for YEARS and in some cases over a DECADE. Why is this program not being updated other than for new code requirements? Wind uplift still has not been implemented ...