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

Currently RAM Frame only applies pseudo-diaphragm loads to beam/column frame lines that include columns and the loads are subdivided based on the column tributary areas, not the beams. However, in many cases, collectors need to be detailed for var...

Please develop a system that allows the user to specify different layers for different objects being exported to CAD. As is, most objects come in on different layers, but all reinforcing is on a single layer, all tendon info is on a single layer, ...

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...

Users and engineers

I can open RAM concept multiple files and compare the results. However, I belive RAM SS has no such capabilties. Sometimes I like to open two different models at the same time to compare the results.

I believe it would be beneficial to incorporate stiffeners into skewed angled shear connections to enhance their strength and stability. Implementing this adjustment could improve performance and overall structural integrity.

I am currently designing a horizontal column-beam-brace connection where one beam is a W12 section and the other is a W8 section. I would like to design the gusset plate using a bolted flange connection. However, I have noticed that the software c...

Lateral loads on openings can only be distributed to the sides (X direction) which is appropriate for opening width less than the height. Many openings are linear with the width greater than the height. Can an option be added to distribute loads i...