4 ms·
My question would be, "What's 1?". I don't know if 1 is the mean, 1 standard deviation, 2 standard deviations, etc. I'd be really worried if 1 was "A fully loa
by Dwolb 11y ago
My question would be, "What's 1?". I don't know if 1 is the mean, 1 standard deviation, 2 standard deviations, etc.
I'd be really worried if 1 was "A fully loaded plane of 180lbs adults with two checked bags of 50lbs each flying in clear blue skies with no wind."
- chiph 11y ago"1" is what the plane would be expected to experience during normal operation, where that includes flying through a storm, crosswinds, etc. How did they determine this figure? By years and years of analyzing successful designs and crashes (not-so-successful designs).
- maxerickson 11y agoJust to add a word, it would be the maximum expected there, so would be for a plane loaded to the maximum takeoff weight doing the most aggressive maneuver in the worst weather (or really, most adverse external conditions).
- Dwolb 11y agoIs this 'the maximum ever observed in a real setting'? Could it be 'the maximum inputs ever recorded on earth and then used in my calculation'?
- drewkett 11y agoIt's the maximum load you would expect to see in the life of the aircraft
- Dwolb 11y agoSorry about this, I'm struggling a bit. Isn't the "load observed over the life of an aircraft" just a statistical distribution? Therefore a maximum doesn't make a lot of sense. It would make more sense to talk about standard deviations away from the mean unless the maximum was "maximum ever recorded in our dataset"
- maxerickson 11y agoFirst, I'm not doing structural design, so maybe someone will wander by with a better answer. Anyway, it's probably overly simplistic, but passing the load test would involve surviving the maximum expected load with zero damage. Implying that lesser loads would also never do damage. In reality, cyclic fatigue is also considered. This seems like a nice discussion that shows the complexity: http://www.coe.montana.edu/me/faculty/cairns/Introduction%20to%20Aerospace-Web/04-DesignPhilosophy.pdf http://www.coe.montana.edu/me/faculty/cairns/Introduction%20...
- dalke 11y agoSuppose you have a bridge. You must design it so it can handle the maximum weight expected. You must not design it with a simple Gaussian distribution in mind. For example, a small bridge in a seldom used road in the countryside might have a few cars per hour. That's a load of a couple of tons per car. But cars density isn't randomly distributed. If one is slow, then there might be a lineup of 4 cars in a row, and that's more likely then a simple calculation based on 1-(1-p)^4 where p is the single car density. Then twice a day there's the school bus. And there's the occasional cattle truck, and semi, and anhydrous tanker. So you might have a school bus with a couple of heavy vehicles behind it, as a possible maximum design load. The odds of this can't be described with a simple Gaussian, so standard deviations make no sense. Of course, there's no need to go crazy overboard and design all bridges to handle a convoy of M1 Abrams tanks. That's why rural bridge might have a posted weight limit of, say, 10 tons, with only 1 truck allowed at a time. Even then, some people will push the limits, which is why there's a safety factor. For example http://blogs.mcall.com/roadwarrior/2014/08/wehrs-mill-bridge-reopens-with-four-ton-weight-limit.html http://blogs.mcall.com/roadwarrior/2014/08/wehrs-mill-bridge... describes a wooden bridge which had a 10 ton limit, until some dumbass fuel tanker weighing 38.2 tons went through. Now the rated limit is 4 tons because of the structural damage. So it's not "the maximum that was ever recorded in the dataset of all rural bridges" but "the maximum expected for this bridge", along with efforts to restrict higher loads.
- drewkett 11y agoYea you've got it mostly right. It's based on a statistical distribution derived from actual flight data.
- RockyMcNuts 11y agoyeah...planes have a concept of maneuvering airspeed, where you can fully deflect control surfaces without damaging the aircraft. but higher than that you can cause structural damage. even below that if you don't just deflect but dynamically go back and forth just right. https://en.wikipedia.org/wiki/American_Airlines_Flight_587 https://en.wikipedia.org/wiki/American_Airlines_Flight_587
- RockyMcNuts 11y agoyeah...planes have a concept of maneuvering airspeed, where you can fully deflect control surfaces without damaging the aircraft. but higher than that airspeed you can cause structural damage. even below that if you don't just deflect but dynamically go back and forth just right. https://en.wikipedia.org/wiki/American_Airlines_Flight_587 https://en.wikipedia.org/wiki/American_Airlines_Flight_587 presumably the 1.5 refers to the plane flown within design limits in statistically 'normal' meteorological conditions ie turbulence.
- sound_of_basker 11y agoUnless you have a background in solid mechanics, this is difficult to explain. On the outset, there are different failures possible, tensile, warping, etc. Under a load distribution, a structure would fail at some point depending on the intensity of the load. It could be tensile or due to bending moment. Call that L. Now, you would add flitches or increase say, the thickness of a plate to withstand upto 1.5L. That is a design with a 1.5 times factor of safety.
- Dwolb 11y agoMy question pertains to the testing load. If different industries structure their tests differently, it doesn't make much sense to compare safety factors.
- deleted 11y ago[deleted]
- WalterBright 11y ago1 is the max load one would ever expect to see in service.
- sokoloff 11y agoThat will vary by aircraft certifying authority. For the FAA part 23 certified aircraft, the basics are here (for Federal laws, these are written in fairly plain English, but you need to hop around a bit at times): http://www.ecfr.gov/cgi-bin/retrieveECFR?n=pt14.1.23#se14.1.23_1301 http://www.ecfr.gov/cgi-bin/retrieveECFR?n=pt14.1.23#se14.1.... For FAA part 25 certified aircraft (transport category aircraft): http://www.ecfr.gov/cgi-bin/text-idx?rgn=div5;node=14%3A1.0.1.3.11#se14.1.25_1301 http://www.ecfr.gov/cgi-bin/text-idx?rgn=div5;node=14%3A1.0....