I am trying to determine what is meant by "coefficient of structural stability" and "coefficient of structural resistance". What are acceptable values for these?
I am looking at a printout and don't have access to the help files. There are printouts that show how the magnitude of these coefficients vary along the length of the beams and columns.
I meant are you running a static analysis on a beam model, an event simulation, non-linear, linear dynamic (modal, vibration)? At this point, I'm just curious of the context.