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 ...

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

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.

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.

Could we get the option for other than rectangular openings in shells? Round openings in particular would be very helpful, especially in an FEA program where sharp corners create large stress concentrations that may not even be present when many o...

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...

I am designing a horizontal column-beam-brace connection where one beam is a W12 section and the other is a W8 section. Due to field conditions, I cannot adjust the beam elevations to align at the column. Given this, we should be able to modify 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.