At one point RAM was not calculating diaphragm forces and taking these forces to the frames from a sloped semi-ridged diaphragm. Has there been an update so that it now applies loads from a semi ridged diaphragm to the frames properly? Are there any specific settings that I need to update in order for this to happen? I know that I will need to include all of the diaphragm properties (in this case a steel deck).
Thank you.