column orientation change in the column over the beam connection template Cause: such functionality is not implemented in the template yet Resolution

When reviewing connect results reports during design, it can be obnoxious and time-consuming to scroll through the 300+ load combinations created by RAM Frame in each section of the report before you see the geometry considerations and design chec...

In a HCBB connection if the beam sections are different by default they are aligned along center line. Provide an option to align them at top flange. Refer Feature (PBI) #1693987

Suggestion for Enhancement: It is recommended to introduce a feature in RAM Connection standalone that enables users to create and define new bolt materials. Specifically, this enhancement would allow users to add custom bolt materials such as SA1...

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.

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