When viewing wall stresses in RAM Frame, I would like the ability to set the lower bound above 0. This allows me to set a pass/fail stress test. For example, if I’m interested in 0.163 ksi (which I am), I want to set the upper AND lower bound to 0...

Add torsional design to concrete beams to meet ACI requirements for seismic design.

I tried to find the sets of command using the API to extract data from the Audit Cross section, I believe it would be very great if this feature is available in Ram Concept if not already.

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...

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...

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.

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.

I am wondering if there has been any progress on implementing 50% unbalanced snow loads for cantilevers. In a forum post from 2020, Seth Guthrie said that it was on the backlog ( https://communities.bentley.com/products/ram-staad/f/ram-staad-forum...