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

how to establish Variable section plate

how to establish Variable section plate
Guest over 1 year ago in  0 Needs review

Add user design notes to beams or columns

Add the ability for the user to add custom design notes or comments to a beam or column design in Ram Beam or Ram column.
Bob Chilson over 1 year ago in  0 Needs review

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 over 1 year ago in  0 Needs review

Wind Surface Loads Bypassing Interior diaphragms

It is my understanding that wind loads in RAM Frame are distributed vertically between each diaphragm. However, I have a multistory structure that is encased with a curtain wall between the ground floor and roof that distributes wind load vertical...
Guest over 1 year ago in  1 Already exists

RAM Concrete shearwall - Issues with nominal capacity after reinforcement change - RAM SS 17.01.01.05

I am encountering an issue where the nominal values and the resulting interaction ratios are suddenly changing within the concrete shearwall design window. To get to where I am having the issues, the model is being built, loaded, and analyzed with...
Guest over 1 year ago in  0 Needs review