RAM connection is not having an option to design the thru bolt connection - baseplate is connected to the concrete with thru bolt. Instead of post anchor and preinstalled anchors, sometimes it is needed to use thru bolt connection. Please find the...

I don't need multiple design warnings for the same condition. For example, I have an out-of-plane shear strength warning for one of my segments. I have 26 warnings (associated with 26 combinations) for the same condition. The "worst" one listed in...

In the current project I am working on, I need to design steel supports for the pipework. In some cases there are torsional moments and their effects on base plate have to be addressed. At the moment, Base Plate design in RAM Connection does not i...

When modeling braced frames on structures with sloping roofs, you are forced to model the diaphragm at one level without slope for proper lateral load application; this causes the brace geometry to be wrong. It would be nice to be able to model th...

Please add selection set presets for groups of load cases in the analyze dialogue in RAM Frame. I always have at least groups of load combos for strength and groups for deflection, and sometimes have groups for modal analysis. It would be great to...

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.

Please revise shear wall module to not automatically delete sections cuts, groups, wall reinforcing, etc. when I change f'c, wall stiffness modifiers, or thicknesses.

Provide an option to connect elements for one level to the adjacent level other than columns

Provide a better, cleaner translation when importing a RAM SS model into RAM Elements. The Centerline layout in RAM SS is difficult to work with in RAM Elements.