It has come to my attention that the program is using the Foundation base-soil friction coefficient to compute the passive pressure resistance when using Columb (it's using this to back calculate "delta"). To be frank, this is just wrong IMO. The ...

See attached files.

It is already widely used

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...

Pretty self explanatory. Allow the user to convert a construction grid to a primary gird element. Grids are constantly changing throughout the design process due to requirements for columns to shift/etc. The tools for modifying primary grid system...

Currently you can only export the end reactions to a report. It would be beneficial to be able to export the reactions at ever node (specifically to a text file) a long the wall for foundation design.

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...