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  1. rb1957

    Theoretical Question - Planar Truss Problem

    i was referring to this pic (from reply 19) ... ... which I read as 6.8 kN axial load in one member and 3.2kN shear in the other, so the members have bending stiffness (to support shear loads) ... and the FB looks "off" ... I see the 3.2 kN creating an unbalanced moment about the load, and...
  2. rb1957

    Need help in selecting good course on aerospace or aircraft engineering

    AME ... "This is not a degree, but a licensed course focused on certifying aircraft for flight." not as I understand it ... an AME license is required for someone doing maintenance on a plane. Companies making planes (or modifying them) usually use an AME license as a "ticket through the door"...
  3. rb1957

    Changing Nastran .f06 file Format

    you want the op2 or f04 files. but why are you extracting results from the output, rather than using a post-processor (like FeMap or PATRAN) ? but you can use the predictability of the f06 to find text strings and count lines to the number of interest (what I did some 30 years ago before...
  4. rb1957

    Plate Bending Problem

    BTW, plates are lousy in bending ... add stiffeners, or sandwich panels.
  5. rb1957

    Theoretical Question - Planar Truss Problem

    yeah, but ... you've modelled the spokes as beams, and the lateral one is picking up a lot of load. If axial rods then the result would be "different" (for the load given it would all be reacted by the aligned spoke; for different loads each spoke would react the component load).
  6. rb1957

    Inspections before installation of landing gear

    agreed, all required inspections to "verify the serviceability and operational integrity of the main landing gear" as a complete system (ie the MLG itself and the on-aircraft components of the MLG system) are defined (and prescribed) by the AMM. If you think there is something missing, then you...
  7. rb1957

    Add supports in the Lusas model

    is this a single element ? or 1000 ?? if it is a single element, then you'll need to break it into 5 quite nasty shaped elements. if 1000, then nodes already exist where needed so "NP".
  8. rb1957

    Truss Question - Sanity Check

    maybe worry about things not being perfectly aligned ? But then the buckling is based on a single bay length, so maybe this isn't something to worry about ?
  9. rb1957

    Changing Nastran .f06 file Format

    I think you want the f04 or the op2 files. Why are you not using a post-processor (like FeMap or PATRAN) to view the results ? Alternatively you can do what I did some 40 years ago (OMG) ... the f06 file is very predictable so you can figure out particular text strings and use something like...
  10. rb1957

    Inspections before installation of landing gear

    I'd put the a/c on jacks and cycle the gear. If you want to apply loads, like landing then you need a rig like the manufacturer's have. What are you trying to do ? Why do you want to do this ?? is "break" a typo for "brake" ? Are you trying to test the hydraulic components mounted on the...
  11. rb1957

    Discussion on circumferential non-uniform temperature distribution and deformation in aero-engines

    Have you answered your own question ? I'd've thought that engines were very susceptible to even small loads, but if this is a thing that OEMs don't worry about, then why you ? I'd've thought (like SWC) that OEMs did worry about this, and do so in a proprietary manner, so you may not find open...
  12. rb1957

    Blind rivet tension allowable

    it sounds like your "guideline" is an inhouse stress Analysis Handbook. It sounds like most I've encountered where various other manuals are "shamelessly" plagiarized. And in each copying, some meaning is lost. I've used the McCombs tension table. My suggestion would be to run some tests so...
  13. rb1957

    Plate Bending Problem

    I'm sorry, I can barely understand your post !? what moves, and what is fixed ?? can you explain the sketch some more ? why does the latch only react Ry (out-of-plane) loads ? As for one latch or two, is this an interior monument ? if so there are FAR requirements about latching (that...
  14. rb1957

    Thick Walled Cylinder Question

    we're not told anything about friction, so "ignore" ? there seems something "odd" with ... "When I compute the stress for the inside wall of the pipe, I get a change in length of 29.1 Inches. When I compute the stress for the outside wall of the pipe, I get a change in length of 2.9 inches."...
  15. rb1957

    Need a help with a rigid body analysis

    don't double post. click the "report" bell and ask to have this thread deleted.
  16. rb1957

    Need help in selecting good course on aerospace or aircraft engineering

    3000+ views and no replies ... that should tell you something. 1) we don't know much about India or the Engineering profession there. 2) ask someone closer to home 3) understand there is quite a difference between airlines and airplane manufacturing (and design).
  17. rb1957

    Need a help with a rigid body analysis

    I can barely follow the words ... can you post the question (as written) and your solution attempt.
  18. rb1957

    Strain energy on impact

    what is the stiffness of the "ground" ? if it is "rigid" then the force is "infinite". the stiffness controls the duration of the impact, how the bar decelerates. If the ground is infinitely rigid, then the impact is "instantaneous". If you know the force then you can calculate the stress...
  19. rb1957

    NAS517 tensile strength

    I'd probably go with Ftu over the min thread area. I might try to calibrate this with other fasteners or by simple test. I wouldn't use 110ksi for 160ksi.
  20. rb1957

    Public offices for energy consulting

    get long term funding, by showing that the offices increase output (and so incomes and taxes) or increase popular opinion of the government (making reelection more likely).

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