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 5

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 4 months ago in  1 Planned

Updating Cracked Factors in Ram Modeler should not delete wall design groups/section cuts/rebar assignments in RAM Concrete Wall

Currently, if the user sets up wall designs in Ram Concrete Wall, updating the cracked factor in RAM Modeler deletes all Concrete Wall groups/section cuts/rebar assignments/etc stating that "the geometry of the wall was updated." This gets extreme...
Joshua Few 6 months ago in  1 Planned

RAM SS - Progressive Collapse

Add a Progressive Collapse Module to RAM SS
Guest over 1 year ago in  2 Planned

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 over 2 years ago in  0 Planned

Incorporate Floorvibe version 3.1 into RAM Structural System beam design module.

Floorvibe version 3.1 utilizes analysis procedures in the 2nd Edition of AISC Design Guide 11, while version 3.0 is based on the 1st Edition. Calculations based on the 1st edition tend to underpredict vibration for walker paces less than 100 steps...
Guest over 1 year ago in  1 Planned