msquared48
Structural
- Aug 7, 2007
- 14,745
I have a project where the client is hearing periodic popping sounds in his plant manyfactured roof structure after 30 years, He has the original owner and has structural drawings that I am studying. Two locations are involved, one at a major girder truss location, and the other near a hip master. Of what I could observe in the attic space, the truss structure looked good. There is no outside evidence of any sliding or rotational settlement, no Sheetrock cracking and do impaired doors.
I am mystified, with no overload conditions in the recent past, why two different locations would be acting up after 30 years of silence.
Anyone ever run into a similar situation? The client is really disconcerted and looking for answers.
Mike McCann, PE, SE (WA)
I am mystified, with no overload conditions in the recent past, why two different locations would be acting up after 30 years of silence.
Anyone ever run into a similar situation? The client is really disconcerted and looking for answers.
Mike McCann, PE, SE (WA)