charliealphabravo
Structural
Hi all,
Sorry if I seem to be lowering the bar but in the interest professionalism I'd like to ask if the use of the terms "racking" or "racked" when referring to the displacement caused by lateral loading of a frame is still the preferred terminology. In the past several years I have had several reviewers object to the use of the term on grounds of politeness but I don't know how else, in a single word, to describe the failure/displacement mechanism.
Again sorry to bring the conversation down to a bathroom/lockeroom level. I guess in the practice of engineering I have gotten desensitized to the bold use of words that would make a grade school kid titter. I mean really this one is rather tame I think compared to some others in common use.
Regards
cab
Sorry if I seem to be lowering the bar but in the interest professionalism I'd like to ask if the use of the terms "racking" or "racked" when referring to the displacement caused by lateral loading of a frame is still the preferred terminology. In the past several years I have had several reviewers object to the use of the term on grounds of politeness but I don't know how else, in a single word, to describe the failure/displacement mechanism.
Again sorry to bring the conversation down to a bathroom/lockeroom level. I guess in the practice of engineering I have gotten desensitized to the bold use of words that would make a grade school kid titter. I mean really this one is rather tame I think compared to some others in common use.
Regards
cab