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.

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RAM Structural System

Showing 109 of 109

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 7 months ago in  1 Planned

Change the way data is exported to CSV/Excel format

Currently when the user exports data to CSV, it's basically a text version of the pdf data output. The organization of data is difficult to post-process because the data has page headers based on load cases and combinations (among other items). At...
Joshua Few 3 months ago in  2 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 over 2 years ago in  0 Needs review

RAM SS – Steel Beam Module

Add Fixed end beams to the gravity beams for design.
Guest over 1 year ago in  0 Needs review

Wall Design - too many redundant design warnings

I don't need multiple design warnings for the same condition. For example, I have an out-of-plane shear strength warning for one of my segments. I have 26 warnings (associated with 26 combinations) for the same condition. The "worst" one listed in...
Guest 4 months ago in  0 Needs review

Reports for meshed shear wall reactions

Currently you can only export the end reactions to a report. It would be beneficial to be able to export the reactions at ever node (specifically to a text file) a long the wall for foundation design.
Guest over 2 years ago in  0 Needs review

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 over 2 years ago in  1 Needs review

RAM SS Concrete Module - Add torsional design to Beams

Add torsional design to concrete beams to meet ACI requirements for seismic design.
Guest over 1 year ago in  0 Future consideration

RAM SS- Remove deflection failure report for cambered beams

When the camber of a beam brings the deflection criteria within parameters, the option to turn off flagging them as failed in report would be greatly appreciated. In a large job with several repetitive floors with cambered beams, there can be hun...
Jared Ganstine Ganstine over 2 years ago in  1 Already exists

Apply different % composite rules for different members

We generally require a different minimum % composite for beams as opposed to girders. It would be beneficial to apply member specific rules, similar to how different deflection criteria is applied.
Guest over 2 years ago in  0 Needs review