See attached files.

column orientation change in the column over the beam connection template Cause: such functionality is not implemented in the template yet Resolution

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...

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.

please add these two capabilities as structures are becoming more complex and dyamic analysis in time history or steady state are useful to study parameter like impact or vibration. I think STAAD has these features but I want this in RAM element too.

When the camber of a beam brings the deflection criteria within parameters, the option to turn off flagging them as failed in report would be greatly appreciated. In a large job with several repetitive floors with cambered beams, there can be hun...

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

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.

Hi Karl, I hope this message finds you well, can we have an option to see the wall reaction in kN/m instead of just kN?

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