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

See attached files.

Currently when the user exports data to CSV, it's basically a text version of the pdf data output. The organization of data is difficult to post-process because the data has page headers based on load cases and combinations (among other items). At...

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.

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.

Provide triangular bearing pressure results in either the report or on the diagrams page. Provide triangular load distribution in the Home page for earth pressure lateral loads.

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...

The missing component in a largely automated workflow is the ability to draw design strips/span segments, specify settings and read results through the RAM API. It would be a massive help if this functionality was incorporated. We've seen other co...