https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/190920/is-this-defect-still-active-in-v17-of-ram-ss/564133#564133 Does this issue impact the functionality of the design modules in RAM Concrete?

How can i account for the non-load bearing walls in the model? I would like to account for these walls in the foundation design.

When i add a tolerance so i can include 2 rows of columns for the continuous foundation more often than not when i get to the foundation design my foundation is not aligned along the grid i set it to - its no longer a straight line - it has become skewed…

Is there anyway to update the concrete strength of all the foundations at once or do they need to be updated individually?

I have a building with an elevator shaft next to a stairwell. They share a wall between them. I was asked to model the stairwell wall as a strip footing and the elevator shaft as a mat but am running into trouble with the strip footing overlapping the…