RAM Structural System Ideas

Welcome to the RAM Structural System Ideas portal. The purpose of this site is to post ideas for enhancements and new features. We value your feedback and our team regularly reviews your suggestions for consideration in future releases.

You have 3 options for providing feedback:

  1. Vote for an existing Idea. The popularity of an Idea helps us understand its importance to our users.

  2. Comment on an existing Idea. We want to hear your unique point of view.

  3. Add a new Idea. If no existing Idea describes what you would like, add a new one!

When you Vote, Comment, or Add an idea you will also be subscribed to that Idea and will receive status updates. Please note that we may merge or rename Ideas for clarity. Thank you for your support and feedback, it is always appreciated!

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All ideas

Showing 107 of 107

Run code check once for both reports and screen display

In RAM Frame Steel Standard Provisions, if I want a code check report and interaction colors on the screen, I have to run the code check twice. I would like to be able to generate the report and activate view/update with interaction colors with a ...
Guest 11 days ago in  0 Needs review

Data Access for Nodal Loads

We need a way to access and edit nodal loads through data access. It is painful having to manually define and assign all the point loads through the modeler elevation view. Could we at least assign them in frame? Instead of assigning point loads t...
Guest 3 months ago in  1 Future consideration

sideplate slows down transitions

Models with large quantities of sideplate connections exhibit huge delays when changing between operations (show member info, view update, assignments, etc.). This extends to the concrete module which has nothing to do with steel. This issue has p...
Guest 15 days ago in  0 Needs review

ignore minor out of plane shear stress

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.
Guest about 2 months ago in  0 Needs review

Apply Lateral Point(Nodal)/Line Loads Logically

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...
Guest about 2 months ago in  0 Needs review

Bring RAM SS into the 21st century

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 ...
Joshua Few 9 months ago in  1 Needs review

Allow user assigned steel beam camber

As part of user assigned beam sizing, occasionally would like to override the default camber value reported.
Guest about 2 years ago in  0 Needs review

Change the way data is exported to CSV/Excel format

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...
Joshua Few 22 days ago in  2 Needs review

Zoom With Mouse Scroll in RAM Beam

RAM Beam needs to allow zoom with mouse scroll similar to other RAM modules.
Guest about 2 years ago in  2 Future consideration

Wall Design - too many redundant design warnings

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...
Guest about 2 months ago in  0 Needs review