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

    Remove 0 stress limit from displayed wall stresses in Frame

    When viewing wall stresses in RAM Frame, I would like the ability to set the lower bound above 0. This allows me to set a pass/fail stress test. For example, if I’m interested in 0.163 ksi (which I am), I want to set the upper AND lower bound to 0...
    Guest almost 2 years ago in  3 Planned

    Allow Match Properties (Paint Brush)

    Allow match properties in the RAM Modeler. For example, if I have a bunch of concrete walls and I want them to have the same material properties as an existing wall in my model, I'd like a way to match the properties to the existing wall.
    Guest almost 3 years ago in  0 Future consideration

    Updated RAM DataAccess Developer's Guide

    The most recent developer's guide is from 2017, so I was wondering if we could get an updated document? I know that at the very least joist stuff has been added since then. And along those lines, I'd love to be able to pull joist self-weight direc...
    Guest about 1 year ago in  0 Planned

    Apply wind loads tributary to "ground"

    Wind loads tributary to "ground" are not applied even if there are stories below ground. Please add an option to allow the user to apply these currently neglected loads to the structure.
    Guest about 1 year ago in  0 Needs review

    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 over 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 over 4 years ago in  1 Future consideration

    Add Wall Thickness To Steel Column Trial Group

    Add wall thickness to steel column trial group.
    Guest 8 months ago in  1 Needs review

    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 about 3 years ago in  2 Future consideration

    Torsion Capacity Reporting

    See PRODUCT BACKLOG ITEM 1677993 In RAM Concrete Beam and Column, we report 0.75*Tn, which is actually 0.75*Tth (see ACI 318-19 22.7.4.1). I recommend using that notation in Concrete Beam and Column Design reports when ACI 318-14 or ACI318-19 is u...
    Guest 8 months ago in  0 Planned

    export concrete column design forces

    Currently, the concrete column design forces report only shows dead and live loads, but I would like to get combination loads that may include wind, seismic, etc.
    Guest 8 months ago in  0 Needs review