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#11
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On Tue, 10 Jan 2006 11:24:24 GMT, Matt Whiting wrote:
Ron Wanttaja wrote: I have to admit he does bring up a good point. I have often wondered what the difference in strength's and weakness would be if I used different wood in my plane, or enlarged the components for a larger pilot. Which is probably one reasons designers don't provide the equations. Many hate it when folks make changes. Most equations for light airplane design are well established and have been around for decades. What unique equations could a typical designer provide? Not the equations per se, but the precise values and the design margins of the design in question, the non-designer's lack of understanding of the interrelationships between design elements, and the legal implications of *providing* the information. Remember, the poster I responded to specifically referred to the substitution of one material for another. It's sometimes more than a mere comparison of the strengths of the materials. Ron Wanttaja |
#12
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On 10 Jan 2006 03:59:39 -0800, "Lou" wrote:
The designer may hate it when you change a few things, but as many people have pointed out, every pilot is different. Some changes are a need and some are for want. Is this any different then a person customizing a harley to their liking and calling it a Harley? Not at all, it's exactly the same. Now, point out where Harley-Davidson publishes the design data that one can use to make modifications. Homebuilding *is* about experimentation, no question. I just feel that if someone wants to make changes to an existing aircraft, they shouldn't be offended if the original designer declines to help. If one owns the plans to the aircraft, you have all the information you need to compute the effects of your changes, using standard aircraft design books. Ron Wanttaja |
#13
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#14
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On Mon, 09 Jan 2006 22:13:59 GMT, Richard Lamb
wrote: I did some basic calculations on the wing used on the Chuckbird/Texas Parasol before building my first one. I came up with a shade over 4 G's at 650 pounds. (seemed like a good idea before selling plans) Then got Nuked by several guys who claimed the wing was "weak" - because they were building 650 pounds - EMPTY.(and it was my fault!?!) E-bleepin'-nough! Richard wings should have a 1.5 margin of safety so if your wing is 4g's at 650 lbs ultimate strength then you actually designed a 2.6g working strength wing at that weight. 2.6 x 1.5 = 4 you make my point exactly. by publishing your figures others who are interested can check your numbers and point out errors that you might have missed. 60 degree banked turns would be ok but steepen up the bank angle a little, hit some turbulence, .... poof, tinsel time. got a sweat up? :-) look at the rest of usenet. if you made an honest effort and stuffed up someone would almost certainly post details of a more suitable design. I think that this is an area that we enthusiasts should be devoting some attention to in the future. Stealth Pilot |
#15
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On Mon, 09 Jan 2006 18:43:22 -0800, Ron Wanttaja
wrote: On 9 Jan 2006 12:16:29 -0800, "Lou" wrote: I have to admit he does bring up a good point. I have often wondered what the difference in strength's and weakness would be if I used different wood in my plane, or enlarged the components for a larger pilot. Which is probably one reasons designers don't provide the equations. Many hate it when folks make changes. Ron Wanttaja your honour I sold the guy the plans, I provided him with the worked design calculations showing how the design was arrived at. the comments in the calculations show how the material sizes were arrived at. he has made changes to the aircraft which are neither in the original designs nor show any validating calculations so my conclusion is that he just guessed at the changes and proceeded blindly. I cannot see how I can be held responsible for the stupidly incompetent actions of others. sounds like a defense to me. Stealth Pilot |
#16
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No sweat, just a basic misunderstanding.
We design to a 4 G _yiield_ limit. This is where the wing, after being stressed, no longer returns to the original shape It has reached the "plastic" limit and has deformed. Yes, it has failed, but it did not break. The 1.5 G safety factor then gives a 6 G _ultimate_ limit. THIS is where the wing breaks. mo better? Richard |
#17
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![]() Stealth Pilot wrote: your honour I sold the guy the plans, I provided him with the worked design calculations showing how the design was arrived at. the comments in the calculations show how the material sizes were arrived at. he has made changes to the aircraft which are neither in the original designs nor show any validating calculations so my conclusion is that he just guessed at the changes and proceeded blindly. I cannot see how I can be held responsible for the stupidly incompetent actions of others. sounds like a defense to me. Stealth Pilot Don't get me wrong, Stealth, I hear what you are saying. But I think the kind of analysis you imply is beyond anybody but Boeing (even Airbus seems to have problems getting it right). Igor Sikorsky was quoted as saying: There are good designers with good designs and good designers with bad designs, And there are bad designers with good designs and bad designers with bad designs. If all designers flew their own designs, there would eventually be only good designers with good designs. A little old Russian arrogance, but an interesting point. |
#18
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On Wed, 11 Jan 2006 14:23:18 GMT, Richard Lamb
wrote: No sweat, just a basic misunderstanding. We design to a 4 G _yiield_ limit. This is where the wing, after being stressed, no longer returns to the original shape It has reached the "plastic" limit and has deformed. Yes, it has failed, but it did not break. The 1.5 G safety factor then gives a 6 G _ultimate_ limit. THIS is where the wing breaks. mo better? Richard your brow not mine :-) muchos mo betta. Stealth Pilot |
#19
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On Wed, 11 Jan 2006 14:38:02 GMT, Richard Lamb
wrote: Stealth Pilot wrote: your honour I sold the guy the plans, I provided him with the worked design calculations showing how the design was arrived at. the comments in the calculations show how the material sizes were arrived at. he has made changes to the aircraft which are neither in the original designs nor show any validating calculations so my conclusion is that he just guessed at the changes and proceeded blindly. I cannot see how I can be held responsible for the stupidly incompetent actions of others. sounds like a defense to me. Stealth Pilot Don't get me wrong, Stealth, I hear what you are saying. But I think the kind of analysis you imply is beyond anybody but Boeing (even Airbus seems to have problems getting it right). no! simple aeroplanes like we're involved in dont have that complicated a set of calcs. Evans did his for the vp1 in 25 pages. Igor Sikorsky was quoted as saying: There are good designers with good designs and good designers with bad designs, And there are bad designers with good designs and bad designers with bad designs. If all designers flew their own designs, there would eventually be only good designers with good designs. A little old Russian arrogance, but an interesting point. he's absolutely right. methinks itteration and access to other designs is what improves the ante Stealth Pilot |
#20
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On Wed, 11 Jan 2006 22:08:05 +0800, Stealth Pilot wrote:
On Mon, 09 Jan 2006 18:43:22 -0800, Ron Wanttaja wrote: On 9 Jan 2006 12:16:29 -0800, "Lou" wrote: I have to admit he does bring up a good point. I have often wondered what the difference in strength's and weakness would be if I used different wood in my plane, or enlarged the components for a larger pilot. Which is probably one reasons designers don't provide the equations. Many hate it when folks make changes. your honour I sold the guy the plans, I provided him with the worked design calculations showing how the design was arrived at. the comments in the calculations show how the material sizes were arrived at. he has made changes to the aircraft which are neither in the original designs nor show any validating calculations so my conclusion is that he just guessed at the changes and proceeded blindly. I cannot see how I can be held responsible for the stupidly incompetent actions of others. sounds like a defense to me. And by the time you get to tell your side of the story to the judge, you're out $20,000 or so in attorney's fees. Burt Rutan never lost a lawsuit...but he got tired of defending himself and got out of the homebuilt business twenty years ago. One homebuilt company in the '80s was destroyed defending itself against a suit where the customer drilled into his engine case to install a gauge but didn't bother to remove the metal chips. They won the case...but went bankrupt doing so. Ron Wanttaja |
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