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Transform CAD layer to mesh input element (columns, walls, beams, slabs and openings).

No description provided
7 months ago in RAM Concept 0 Future consideration

Remove ALL Loads from Node

I would like a button that would clear ALL loads in ALL load cases from the selected nodes
7 months ago in RAM Elements 0 Needs review

3D Wind Load View

It would be nice to be able to see the wind pressures on the 3D view of the building.
almost 3 years ago in RAM Structural System 2 Needs review

Bolted flange plates at BOTH flanges for beam-to-girder connections

For bolted flange plate beam-to-girder configurations, RAM currently uses a bolted flange plate only at the top flange, and shows a CJP weld for the bottom flange to girder web. We often will use flange plates at BOTH beam flanges. It would be gre...
about 1 year ago in RAM Connection 0 Needs review

Add directly-welded moment connections for beam-to-girder configurations.

We often use directly-welded moment connections, with beam flanges that are full-pen welded to the supporting member. RAM Connection can do that for beam-to-column connections, but it would be great if you could add that connection for beam-to-gir...
about 1 year ago in RAM Connection 0 Needs review

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...
almost 2 years ago in RAM Structural System 4 Future consideration

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...
about 3 years ago in RAM Structural System 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 ...
about 3 years ago in RAM Structural System 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...
about 3 years ago in RAM Structural System 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.
about 3 years ago in RAM Structural System 0 Planned