We generally require a different minimum % composite for beams as opposed to girders. It would be beneficial to apply member specific rules, similar to how different deflection criteria is applied.

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...

I need to access results from the cross section auditor to perform additional calculations outside of RAM Concept. However, I am not able to extract area of steel (for the user reinforcement, program designed reinforcement seems to be available), ...

Please add modeling features that allow for the sloped beam or slab and tapered beam or slab. These can help in easy modeling for ramps and other structures.

Please add feature to be able to have custom templates for ram concept models that are embedded in ram structural models.

In ACI 318-19, they added a maximum spacing between stirrup legs in beams. I think the program bars generated in RAM concept should increase the number of legs to meet this criteria.

Many times I will change one load, for example a seismic load which is palced at the Ridge. Then I have to reanalyze and redesign the entire model, every load case. There should be a way to analyze only the affected load cases and redesign only th...

It would be very useful to be able to calculate the deflection of fixed-end composite beams in RAM Beam.

Please add an option in RAM Modeler > Layout > Foundations > Mat > Geometry to "Change Polygon". Currently, the only option is to "Modify Coordinates". It would be much faster to have a GUI that lets users snap to grid or construction ...