Miner89r
Aerospace
- Mar 31, 2004
- 9
I've been given the assignment to revise the structural analysis for a large equipment tray installation. The documentation left by the previous engineer was extremely lacking and contained several errors. I told my boss the only way I could do it was to re-do pretty much everything. After analyzing it I found some poorly designed joints and sheet metal components for which I could not show positive margin. When I brought this to the attention of my lead, the answer I got was basically this: "We've already built 15 of these things and a change now would be too expensive, besides my common sense tells me that it will be OK." I suggested fairly simple band-aid type repairs to alleviate the problems but I was shut down there to. Instead I was told to use some very non-conservative analysis methods to show the installation good. Such as considering long, fairly thin beams as infinitely rigid members and constraining lug/clevis joints so that no rotation is allowed about the pin. The installation is not considered safety of flight critical but I have the feeling that it is going to cause some major headaches for someone down the line. My stress lead has 20+ years experience as an aircraft stress analyst and it will ultimately be his signature on the drawings, but my name is still on the analysis report. Does anyone have any suggestions for me or know how I might be able to CYA on this? I want to add that this is a new program and none of these things have flown yet, it doesn't look like any of the installations this group has made in the past so I am reluctant to accept my lead's "common sense says it will be OK" answer.
This might be a little off-topic for this particular forum but I know allot of the guys in this forum are stress engineers like me and that's who I wanted to ask.
This might be a little off-topic for this particular forum but I know allot of the guys in this forum are stress engineers like me and that's who I wanted to ask.