All the reports given by RAM have values that have many decimal places. Anything more than 3 digits after decimal places is not usually significant in the results.

A lot of the other programs have options to plot the interstory drift. RAM frame gives the numbers which need to be looked individually and can cause mistakes. An option to plot the max drifts or drift at a certain point over the story height will...

I wish RAM concrete had an option to graphically show the loading for individual load cases as well. Currently, load diagram shows the values for the uniform loads but not point loads. If there is a transfer condition, we cannot see the load value...

RAM does not currently have a direct way to get the combined reaction from two tilt-up wall panels at a joint with a gap assignment. This makes it labor-intensive to design deep foundation elements such as piers/caissons which are commonly used at...

how to establish Variable section plate

Add the ability for the user to add custom design notes or comments to a beam or column design in Ram Beam or Ram column.

The lateral braces in RAM currently can only be deleted by going to the elevation view of the lateral frame beam. This is a tedious task, if you are modifying the locations of multiple braces. It would be tremendously useful if the braces can be d...

It is my understanding that wind loads in RAM Frame are distributed vertically between each diaphragm. However, I have a multistory structure that is encased with a curtain wall between the ground floor and roof that distributes wind load vertical...

I am encountering an issue where the nominal values and the resulting interaction ratios are suddenly changing within the concrete shearwall design window. To get to where I am having the issues, the model is being built, loaded, and analyzed with...