It would be excellent if the RAM Connection program had the option to export to Excel the report of the input data and results of the connection design.

One of the first options is to have more connection options that reflect real-world cases of beams to tubular columns. Currently, there are very few options for these connections, and the existing ones are not very useful. It would be beneficial t...

It is already widely used

As some one who is colorblind the yellow of the warning design and green of the complete design are similar enough that I can't see them. Others in my office who are color blind have the same issue I have. It would be great if there was a feature ...

Lifting lugs and cap plates are always needed for modular design which is done within Staad + Ram Connection...these are standard type of connections and their design should be accommodated within the programs vs having to use other programs to do...

Currently for beam to column connections, if the beam is HSS then the column must also be HSS. This is very limiting. It would be nice to allow HSS beam to WF column connections. The forces are often shear, moment & torsion. It would be great ...

Enhancement submitted on behalf of Mohamed Tramboo. CS0249944 - PBI PRODUCT BACKLOG ITEM 1474359: When we provide primary reinforcement in RAM Connection, the ACI 318 code and the AISC DG1, requires the anchors to have a certain embedment depth so...

It becomes difficult when there is no template that can apply to joint for connection design. For instance, I have I-section column and hollow rectangular section beam. There is no template that can design such kind of joint.

For a BCW connection the stiffeners can be provided at top and bottom flange location of beam. But in design no calculation is shown for the same. So the need to to introduce AISC Single plate enhancement for BCW plate stiffener thickness checks. ...