Enhancement submitted on behalf of Taye Ojo, from Jacobs Engineering Group. CS0222072 – PBI PRODUCT BACKLOG ITEM 1509265: Is there a way to include in the stresses that are compared vs 0.2F´c for the check of section 18.10.6.3.

I would love to have gridlines to help keep everything straight. Also, a toggle switch that doesn't allow you to select the grids.

The ability to add steel beam web openings would be very helpful. SBeam is the only way to do that now, but it requires pulling loads out of Elements, instead of being integrated into the main program or even the steel beam module.

Provide a features similar to RAM SS for the auto application of Lateral loads within RAM Elements

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 ...

I would like to be able to model nonsymmetrical systems where baseplates are considered as pinned when in uplift and semi-rigid when in compression.This works well for symmetrical systems, but when the system is non-symmetrical, I have to make two...

See attached files.

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...

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.

Provide a better, cleaner translation when importing a RAM SS model into RAM Elements. The Centerline layout in RAM SS is difficult to work with in RAM Elements.