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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…

Could someone clarify for me how the axes are defined in the Connection Pad parameters for anchor shear reinforcing? RAM Connection allows inputting the number of shear bars in the major axis and minor axis directions. Are these axes defined consistently…