Whenever RAM Frame gives a warning about distorted shell elements, the report log provides a list of the affected elements and their coordinates. However, the only way to identify these elements graphically is to move the cursor to the coordinates...

Allow for users to specify/override the Cp Leeward value in ASCE 7 wind generation to account for buildings built as additions to existing structures or allow for future additions to the current model. Current wind generation is unconservative in ...

Have the ability to increase the width of all columns by stretching the last column. See screenshot below:

Incorporate Crack width checks for Spread or combined footing in Foundation design module. It helps users to check the design of footing in aspects rather to go outside the program and check the things.

I have recently been requested to design a nonstandard profile splice joint. The profile consisted of double-up 200PFC. Unfortunately, RAM does not have this option. I had to take this task to the FEA and spend long time analysing connection. This...

When adding, updating, and assigning custom member sections, deck sizes, and loads in RAM SS, it can become cumbersome searching through the properties tables for the correct table entry since they are organized by the order in which they are adde...

The shear wall module bar template is limited to 3 curtains. Please increase to 5 or more.

I have a suggestion/idea. Why can't the program allow the user to open multiple windows in RAM SS? It helps the user to understand more in a better way. As a beginner users will make mistakes or errors and it will make it easy for them to understa...

Setting the rigid end zone to 0% reduction consistent with the panel zone element assignment causes RAM to use the first set of equations for panel zone shear capacity (panel-zone deformation effect on stability ignored). I think the user to speci...