This will save time when checking typical base plate locations and identify when model/load changes affect the base plate acceptability.

Design Guide 1 allows for the use of oversized holes with washers that are welded (or not welded) for installation purposes. It would be nice to be able to have an option that would you could select that would include geometric checks.

Section 2204.3 of the 2022 California Building Code requires anchor-bolt bending to be considered for shear transfer with a base-plate with oversized holes. Please add this check / design to Ram Connection.

There doesn't seem to be a way (at least not obvious) to add custom shapes and materials in the STAAD built-in Ram Connection. So if you have a custom connection like this then you must use the stand-alone. This is frustrating when you are using s...

We should have the ability to see at least what limit state or element of the connection is failing without having to open the results output, which is very slow and time-consuming. If we were provided a small list of elements/limit states, we cou...

It would be helpful to have a column/post to beam connection, basically the inverse of the column cap connection. Also be able to use round sections in this and the column cap connection type

Currently the customisation option available for Shear lug provision for Baseplate design as per CSA S16 is very limited. We can currently only give one lug (Rectangular shape) in both the directions. We would like to have customisation options wh...

Problem: Beam to column-web connections (BCW) create dimensional conflicts between beam flange width, and the space between column flanges. This often occurs when the bolt lines project and beam flange lines project inside of the web space and wit...

Problem: Beam to column-web connections (BCW) sometimes require the bolt lines outside of the web space and beyond the flange lines. With double angles, the beam web must fit between the two angles, which becomes a fit-up and erection problem. Sin...

Please consider allowing the use of Parallel flange members as columns in column-column and column-beam connections.