Danylo,
The only calculations I’m looking for at this time, from what I know of your box, is the strap calculations and then the compressive beam buckling of the vertical metal angles in the corners. For the strap calculations, the floor allowable is 2500 lbs in any direction of pulling on the floor ring. The strap can take 5000 lbs, so you don’t need to worry about it. You need to scetch up where you are going to attach straps on your box and show where on the floor each strap will go. Then you need to do the math based on the 9g forward crash condition to show that the loads felt in the straps don’t put more than 1250 (2500 divided by a safety factor of 2) lbs on any one floor ring. Remember the rings are spaced on a 20”x20” grid on the floor. All of this information can be found in AOD document 33897 and the Zero-g Interface control document (ZGC-lCD). As for the beam buckling, you’ll just find the downforce put in the vertical angle in the aft two corners from the strap during a 9g fwd crash and see if they are strong enough to take that downward compressive buckling load.
If this doesn’t make sense, then if you think a phone call can clear it up, by all means, call me at 281.244.9813. Otherwise, yes, we can go over it in person. I will be here this Thursday and Friday, but not Monday during loading. However, I’m not going to do all of the calculations for you, I will just get you started, so it will be up to you to do it right and then I’ll review it and have you make any changes that are necessary. This method wouldn’t assure you flying Tuesday as I don’t know how long it’ll take you to do the calculations. Just FYI.
Thanks, Bobby
From: Danylo Hirnyj [mailto:dhi...@gmail.com]
Sent: Wednesday, May 29, 2013 1:37 PM
To: ROE, ROBERT M. (JSC-CC311)
Subject: Re: Univ. of Illinois- TEDP 4 June 2013 Flight Week - Structural Review
Hey Bobby,
I did not send it since I was unsure of how to do the calculations you were requesting. Would it be possible to go over this in person, and then get it back to you the same day?
Best wishes,
Danylo
On Wed, May 29, 2013 at 9:04 AM, ROE, ROBERT M. (JSC-CC311) <robert...@nasa.gov> wrote:
Danylo,
Have you sent me your updated TEDP with the new strapping plan yet? If so, I think I've misplaced it, can you send me it again. I believe that was the only outstanding issues left before flight.
Bobby
________________________________________From: ROE, ROBERT M. (JSC-CC311)
Sent: Monday, May 20, 2013 9:39 AM
To: DanyloCc: moon...@googlegroups.com; Flint, Alan (JSC-CC311); Hickey, Alyson (JSC-CC311); Del Rosso, Dominic L. (JSC-CC411); Lee, Terry A. (JSC-CA211)
Subject: RE: Univ. of Illinois- TEDP 4 June 2013 Flight Week - Structural Review
Dangle,
If you strap it from the top, then you're right the PDF equation doesn't apply. It only applies with your original strapping configuration. Glad your changing your strapping method, I'm pretty sure we won't have to do a load test then.
Bobby
________________________________________
From: Danylo [dhi...@gmail.com]
Sent: Sunday, May 19, 2013 9:47 PM
To: ROE, ROBERT M. (JSC-CC311)
Cc: moon...@googlegroups.com; Flint, Alan (JSC-CC311); Hickey, Alyson (JSC-CC311); Del Rosso, Dominic L. (JSC-CC411); Lee, Terry A. (JSC-CA211)
Subject: RE: Univ. of Illinois- TEDP 4 June 2013 Flight Week - Structural Review