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!

ADD A NEW IDEA

All ideas

Showing 95 of 95

Absolute Member Force Envelope

In the Analysis -> Load Combinations we are able to view a member force envelope for the Max or Min, but not the absolute value for worst case loading. When looking at a braced frame elevation with brace axial loads, in order to determine the a...
Michael Duffield almost 2 years ago in  0 Needs review

Ability to move end points of Line Load

Similar to having handles on area loads, the ability to graphically move line (and point) loads would be really really helpful.
Tim Liebhold almost 2 years ago in  0 Planned

Ability to delete brace in 3D and with change of Frame beam to gravity beam

The lateral braces in RAM currently can only be deleted by going to the elevation view of the lateral frame beam. This is a tedious task, if you are modifying the locations of multiple braces. It would be tremendously useful if the braces can be d...
Guest almost 2 years ago in  0 Needs review

Ability to cancel report printing in RAMSS

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.
Guest almost 2 years ago in  0 Needs review

Account for wall transfer loads on one-way deck

As far as I am aware, RSS does not track the load transfer when a wall is sitting on a one-way deck without a supporting beam or wall directly below. The loads from the wall above the deck is "lost". My firm does a lot of multi-family construction...
Brian Genduso Genduso almost 2 years ago in  0 Needs review