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.

Please Incorporate the Splice Connections consider the seismic provisions from AISC 341-10 codes in RAM connection software. This will be very useful for High seismic zone.

99% of the details I have seen for vertical x-bracing shows one member continuous. I design a lot of connections for a steel fabricator and I am always required to perform a hand calc or 2 ram connection calcs with one being the horizontal X-brace...

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.

Currently, there is no way to design a gusset base plate connection if the column base has braces coming into it from 2 different planes. You can't even assign 2 separate connections, one for each plane, like you can at CBB joints.

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...