Often, roofs are more complex than flat, full-plate diaphragms with uniform parapet heights on all sides. When a single parapet height assignment in RAM Frame isn't accurate enough, the user needs to define additional wind loads. I would like to m...

This type of connection is useful to shop weld to make on site assembly quicker.

The lateral nodal loads aren't used until RAM Frame, so why should I have to go through RAM Steel Beam and Column checks every time I change one? These should be able to be applied and modified in the RAM Frame module. This would also help deletin...

This idea is submitted on behalf of Chris Murphy, from Murphy Consulting Engineers The current temperature loads implementation can lead to situations where a model that doesn't exhibit any possible cause for instabilities or large second-order ef...

In frame, allow defined section cuts for diaphragms to be saved rather than redrawn every time.

Please consider adding design strips result in the API, this would help in automating the design process

Enhancement submitted on behalf of Jason McCool. CS0726453 - PBI PRODUCT BACKLOG ITEM 2120346: The enhancement will let gravity (downward) area loads be distributed over the projected length on sloped members, matching the behavior already availab...

I would like to check for tendon radius warnings without running the entire analysis. It seems like this could be checked when tendons are generated.

In the newly adopted NBCC2025, load factors from gravity load combinations are being changed. In Canada, RAM will be incorrect/obsolete on all projects moving forward unless the load combinations are addressed.