Ram Connections appears to recalculate everything for an entire connections as soon as a single parameter is changed (e.g., bolt size for left beam, gusset plate thickness for lower left brace, etc.). It would be more productive if Ram Connection ...

If I have a group of beams selected, I would like the ability to then select the joints at both ends of the beam. This seems to be an easier option to select similar joints that can be designed together. However, I may be missing an easier work flow.

Hello, how can i insert new section in Sectio Data BAse (US) in RAM Connection?

Good Morning Every oneI have an octagonal light Pole that i need to check on its base i cant find the suitable column section for the analysis can i create one or import it such as section designer in SAP2000

Hi, I justa want to request to add an option for Angle Bar columns for Ram Connection. Angle bar columns are normally used for communication towers, either 3-legged or 4-legged. Regards,Nicolas

There should be a feature in RAM Connection settings where you can go in and define defaults to all the variables for the project and for the program in general. For example, if I am doing a project where I have a series of connections, and I kn...

Typically when printing out an output report for inclusion in a calculation package, I will also include a screenshot of the 3D connection detail view. It would be great if this feature was included by default, or at least an option, as part of th...

Hello:we have a question when we use the RAM design the conn as shown in the sketch below, we want generate a MC conn on BM A at column flange too( as the conn on BM B), please advise if RAM can do it or not? Thanks, lifan

It is my understanding that wind loads in RAM Frame are distributed vertically between each diaphragm. However, I have a multistory structure that is encased with a curtain wall between the ground floor and roof that distributes wind load vertical...

I am encountering an issue where the nominal values and the resulting interaction ratios are suddenly changing within the concrete shearwall design window. To get to where I am having the issues, the model is being built, loaded, and analyzed with...