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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RAM Structural System

Showing 118 of 118

3D Wind Load View

It would be nice to be able to see the wind pressures on the 3D view of the building.
Jaime Kafader about 3 years 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 about 3 years ago in  1 Needs review

RAM SS-Option to turn off transverse beams bracing the bottom flange of support member

Similar to RAMS beam, I'd like an option to globally or individually turn off the bottom flange bracing of beams framing into a support member in the Gravity module. This is somewhat taken care of in the lateral frame module, where you can assign ...
Jared Ganstine Ganstine about 3 years ago in  0 Needs review

Flexibility in modifying the tributary height for Wind Load exposure for buildings with varying levels of diaphragms

RAM wind load currently gets applied taking the trib height as half the difference between the two levels. It would be tremendously useful if there was an option to modify the trib height, thereby playing with full height or partial height exposur...
Guest about 3 years ago in  0 Needs review

Ability to move end points of Line Load

Similar to having handles on area loads, the ability to graphically move line (and point) loads would be really really helpful.
Tim Liebhold about 3 years ago in  0 Planned

Numerous Suggestions

allow for snow and roof live loads in the same model more intuitiveness in the software to resolve small dimensional differences remove modules and allow layout and analysis to be performed in the same space create a better GUI interface for addin...
Guest almost 2 years ago in  4 Future consideration

Allow Pseudo-Diaphragm Loads to be applied to beam-only frame lines

Currently RAM Frame only applies pseudo-diaphragm loads to beam/column frame lines that include columns and the loads are subdivided based on the column tributary areas, not the beams. However, in many cases, collectors need to be detailed for var...
Joshua Few over 1 year ago in  2 Future consideration

Wheel zoom should zoom into the spot that the cursor is at on the screen.

When using the mouse wheel to zoom in or out, the screen should zoom in where the cursor is. RAM is the only software I have ever used that zooms in and out to a random, arbitrary, undefined point and it is very difficult to zoom in close to objec...
Guest almost 3 years ago in  5 Future consideration

Concrete Column view/update options

Within the concrete column view update, the following improvements to be implemented - Display the story name (i.e. PH Roof) instead of just story number, including the size. The ability to change the size and even define new sizes (e.g. 18x36, 18...
Guest about 2 years ago in  0 Needs review

Option to see the gobal deflections in beams

This could be a little complicated but would be extremely useful in cases where we have multiple transfers and we need to make sure the members have desirable global deflections in addition to local.
Anil Tripathi about 3 years ago in  2 Future consideration