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

    RAM SS Reports

    Add a feature to allow for varying report detail levels. Short, medium, and long very detailed reports.
    Guest over 3 years ago in  0 Needs review

    RAM SS - Foundation Module - Add Copy Footing

    Add Copy footing from one location to adjacent footing so that footing have the same geomerty and reinforcing.
    Guest over 3 years ago in  0 Future consideration

    User Customizable Cp Leeward Value

    Allow for users to specify/override the Cp Leeward value in ASCE 7 wind generation to account for buildings built as additions to existing structures or allow for future additions to the current model. Current wind generation is unconservative in ...
    Tim Liebhold almost 3 years ago in  2 Future consideration

    Slave Nodes or Manual Rigid Links in RAM SS

    When modeling braced frames on structures with sloping roofs, you are forced to model the diaphragm at one level without slope for proper lateral load application; this causes the brace geometry to be wrong. It would be nice to be able to model th...
    Guest about 4 years ago in  0 Needs review

    RAM needs to calculate embodied carbon!

    We are increasingly being asked to assess options on the basis of carbon intensity. It would save many engineers lots of time if RAM SS & RAM Concept had the capability of calculating embodied carbon. It is a very simple addition - it could be...
    Guest about 4 years ago in  1 Future consideration

    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 almost 2 years ago in  1 Planned

    Shear Wall Design Groups and Reinforcement gets deleted if I change f'c or stiffness modifiers or thicknesses.

    Please revise shear wall module to not automatically delete sections cuts, groups, wall reinforcing, etc. when I change f'c, wall stiffness modifiers, or thicknesses.
    Guest over 3 years ago in  0 Needs review

    RAM SS – Structural elements between levels

    Provide an option to connect elements for one level to the adjacent level other than columns
    Guest over 3 years ago in  0 Needs review

    RAM SS Concrete Module - Add torsional design to Columns

    Add torsional design to concrete columns to meet ACI requirements for seismic design.
    Guest over 3 years 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 almost 2 years ago in  0 Needs review