Provide a option for addinf doubler plate for failure in for Web plate strength due out-of-plane transverse load

Please add a template for only horizontal brace to beam connection in Australian code as shown in the screenshot.

In latest version of RAM connection cap plate design is available as moment only, there is no provision for pinned type cap plate design (bolts inside column flange.). We need to provide pinned type cap plate connection as per project requirement....

The welded shear plate connection is the most common connection in renovation jobs where existing steel is shored, cut, and reconnected to new steel, which could be a beam or column. For beam to girder, shear plate is usually extended to clear the...

For extended shear tabs with the shape of the Fig. 10-19c of the AISC Construction Manual, the check for the thickness is missing in the report. Ref Feature (PBI) #1568164

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. ...

Ram connection has functions for define stiffener plates or channels on base plate, but in many cases it is required to design base plate with User defined Stiffeners. Users want to control stiffener size and number of stiffeners, also they want t...

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.

For connections with haunch beams, add the possibility to select the type of transversal weld, and checks for the longitudinal weld. Ref feature (PBI) #1728459

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...