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RAM Structural System

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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...
3 months ago in RAM Structural System 2 Needs review

Manage inclined ramps in RSS

Analyze and design ramps that joins different levels in a structure, as the ones you find in parking structures, for both, concrete and steel.
over 2 years ago in RAM Structural System 0 Needs review

Add Ability to Split Members in RAM Modeler

The ability to split members (beams and walls) in Modeler would be very helpful, rather than delete and reenter
over 2 years ago in RAM Structural System 1 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...
over 2 years ago in RAM Structural System 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...
4 months ago in RAM Structural System 0 Needs review

RAM SS – Steel Beam Module

Add Fixed end beams to the gravity beams for design.
over 1 year ago in RAM Structural System 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.
over 2 years ago in RAM Structural System 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...
over 2 years ago in RAM Structural System 1 Needs review

sideplate slows down transitions

Models with large quantities of sideplate connections exhibit huge delays when changing between operations (show member info, view update, assignments, etc.). This extends to the concrete module which has nothing to do with steel. This issue has p...
3 months ago in RAM Structural System 0 Needs review

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.
over 2 years ago in RAM Structural System 0 Needs review