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 64

use ram frame to apply wind loads to non-diaphragm members

The ability to flag a member as a wind girt so wind loading is applied to the member if a diaphragm is not present.
Guest almost 3 years ago in  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
Tim Liebhold almost 3 years ago in  1 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.
M Portillo almost 3 years ago in  0 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 almost 3 years ago in  0 Needs review

RAM SS – Steel Beam Module

Add Fixed end beams to the gravity beams for design.
Guest about 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 almost 3 years ago in  1 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 almost 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 9 months ago in  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.
Guest almost 3 years ago in  0 Needs review

Fixed End Composite Beam Deflection In RAM Beam

It would be very useful to be able to calculate the deflection of fixed-end composite beams in RAM Beam.
Guest almost 3 years ago in  0 Needs review