RAM Frame uses a single mesh size for the entire model - all walls and all floors. An appropriate maximum mesh size for a coupling beam might be as small as 6", but that is excessively small for the entire floor diaphragm. RAM should allow the use...
Currently, the concrete column design forces report only shows dead and live loads, but I would like to get combination loads that may include wind, seismic, etc.
I'm completing a column design in RAM Structural System and need to update a number of columns. However, it seems like the clickable area for a column to select it is incredibly small. I have to try to select the column multiple times (which takes...
Wind loads tributary to "ground" are not applied even if there are stories below ground. Please add an option to allow the user to apply these currently neglected loads to the structure.
I don't need multiple design warnings for the same condition. For example, I have an out-of-plane shear strength warning for one of my segments. I have 26 warnings (associated with 26 combinations) for the same condition. The "worst" one listed in...
Below is a list of thoughts about lateral point(nodal)/line loads. Incorporating any of the below ideas would be helpful. 1. Allow the user to apply lateral line loads as well as lateral point(nodal) loads. 2. Allow the user to apply lateral point...
Needs review