Working on a steel project in which we're using CoreBrace BRBFs for a portion of our lateral system. We've gone through the first part of our lateral analysis and have received a table of values (including overstrength parameters) back from CoreBrace…

I have two shared BRBF columns that are not calculating expected capacity forces of the braces. I've tried a number of items to make it work, but I haven't had any luck. It is saying "no compression on column" and "no tension on column." The most confusing…