Camber in updated beam designs (RAMSS)

Question

In the RAM Steel Beam/Joist Module, what happens with camber once you manually update a beam's design using the View/Update command? Is there no way to include camber when doing it this way? 
 I like to get my stress ratios under 0.90 in early designs but I noticed that none of these beams include camber once I update their design manually. 
 Thanks!

Seth Guthrie · Answer

Good question. Camber is not strictly frozen when your freeze the design or use update database (which are the same thing). Only the size and stud distribution are frozen. This means if you freeze the designs, then change the camber criteria (or deflection criteria) and rerun the designs, you could see the camber values change. 
I'm a little surprised that you lost your camber completely. That could happen if you changed the camber criteria drastically only. Maybe you just need to rerun the design all process.