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601 XL load testing

 
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zodierocket(at)hsfx.ca
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PostPosted: Wed Jun 20, 2007 8:03 pm    Post subject: 601 XL load testing Reply with quote

For your viewing pleasure

http://www.zenithair.com/zodiac/6-photo-testing.html
Mark Townsend
Can-Zac Aviation Ltd.
president(at)can-zacaviation.com
www.can-zacaviation.com



2:18 PM


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stshuck(at)comcast.net
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PostPosted: Wed Jun 20, 2007 8:20 pm    Post subject: 601 XL load testing Reply with quote

That's great and I'm confident that this plane can fly safely, but there has
been four XL's that the wings either folded or just exited the fuselage
during flight. So how do you explain that?

---


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gboothe5(at)comcast.net
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PostPosted: Wed Jun 20, 2007 8:30 pm    Post subject: 601 XL load testing Reply with quote

..here we go, again...

Gary Boothe
Cool, CA
601 HDSTD, WW Conversion 90% done,
Tail done, wings done, working on c-section
Do not archive
--


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craig(at)craigandjean.com
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PostPosted: Wed Jun 20, 2007 10:03 pm    Post subject: 601 XL load testing Reply with quote

http://www.zenithair.com/zodiac/6-photo-testing.html

But those are green weight bags and I'm building a red weight bag 601XL.
Also did you allow for the Coriolis (not to mention the relativistic)
effects? Something bad happened somewhere in an airplane - how do I know my
plane won't spontaneously combust in the air? I have complete faith in Chris
Heintz's designs and testing but I want an absolute explanation for the
unknowable. And I think the NTSB should build a time machine so they can
tell me what happened in the past where there are no surviving witnesses. I
mean, why am I paying all those taxes (even though 99.9% go someplace other
than the FAA and the NTSB)? Until I achieve complete certainty I'm going to
speculate endlessly instead of working on my death-trap, er, XL. This will
generate answers to my unanswerable questions and make me safer. And I'm
going to think, think a lot, about switching to an XYZ because they are
different, somehow.

-- Craig

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pilot4pay



Joined: 01 Jan 2007
Posts: 171
Location: Louisville, KY

PostPosted: Thu Jun 21, 2007 1:32 am    Post subject: 601 XL load testing Reply with quote

ROTFLMAO!
8D

Do not archive
CS

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SN: 0078

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bill_dom(at)yahoo.com
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PostPosted: Thu Jun 21, 2007 4:33 am    Post subject: 601 XL load testing Reply with quote

Three, not four.

William Dominguez
Zodiac 601XL Plans
Miami Florida

Steve Shuck <stshuck(at)comcast.net> wrote:[quote] --> Zenith-List message posted by: "Steve Shuck"

That's great and I'm confident that this plane can fly safely, but there has
been four XL's that the wings either folded or just exited the fuselage
during flight. So how do you explain that?

---


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purplemoon99(at)bellsouth
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PostPosted: Thu Jun 21, 2007 4:47 am    Post subject: 601 XL load testing Reply with quote

Craig, I haven't been following the " load testing" but, when I saw your
post the light came on.. A friend of mine just returned from CA. He was
out there taking the 120 hr. repairman's course so that he can be an
inspector. He told me last night at the EAA meeting that he found out what
happened to the factory-built 601 and that was that the skin on the top of
the wing pulled all of the rivets out. They had some how been installed
improperly. Have you heard anything on this?

Joe N101HD/601XL
---


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John Bolding



Joined: 23 May 2006
Posts: 281

PostPosted: Thu Jun 21, 2007 5:09 am    Post subject: 601 XL load testing Reply with quote

Nobody get their shorts in a knot as I just have a couple of questions, not trying to cast aspersions or stir the pot, just trying to learn something.
I notice that the sandbags are placed evenly along the wing, is that because it's a rectangular wing? Generally when you see pics of load testing the bag stack is thin at the tip and thick at the root. Maybe every test I've seen before was of a tapered wing?? Donno, somebody help me here.
I guess in the recent pictures they were testing for negative loads as the bags were on top of the wing , in the older test the fuselage was inverted and bags were on the bottom, indicating a load test for positive G's.
I guess maybe Chris felt the prior positive G test was good to go and the negative test was needed more than redoing something already done, OR maybe he isn't finished yet. Interesting.

Sometimes it's a small thing . Van had a few problems (severe understatement) with spars on very early RV3's. The spar caps were 1/8"x 1 1/4" bar stock they were 8 thick at the root, some of us etched the caps and built a fixture to marry them all together with 3M Hysol Structural Adhesive so we could drill them as a single piece rather than 8 pieces of varying lengths. Turns out 10 yrs later when Van did in depth load testing that the adhesive improved the crippling effect of the thin strips, making the cap assy act like a solid bar rather than a bunch of strips. We were good for 2-3 more G's if I remember right. I had already tested to Limit Load (6 g (at) gross) in the air but was reassuring nevertheless. The airplane now has over 2000 hrs but at inspection 10 yrs ago I de-rated it to utility category from aerobatic as I REALLY have no confidence in a 35 yr old glue joint done on aluminum in an uncontrolled environment.

John Bolding



[quote] ---


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planes_by_ken(at)bellsout
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PostPosted: Thu Jun 21, 2007 6:08 am    Post subject: 601 XL load testing Reply with quote

> ...here we go, again...
OK....
I have been waiting for someone else to open this can of worms again.
If the collective group wants to know everything the NTSB knows, we can
order copies of some to all of the information.

Quote:
Preliminary Reports $6.00 each *
Probable Cause Reports $6.00 each *
Factual Investigation Report .15 per page
Photographs B&W Laser Prints $1.00 each
Photographs Color 8X10 Glossy $3.50 each
Video Recordings VHS $20.00 each
Audio Records $10.00 each
Certifying Report (Blue Ribbon) $10.00 each
Expedite Service $20.00 per request
Microfiche Duplicates (if available) $1.00 each
Fax - Preliminary or Probable Cause $10.00 each
Fax - Invoice $2.00 each
Fax - Other Reports $2.00 each
Search Charge $15.00 each

Quote:
http://www.ntsb.gov/info/gils/gilsdkt.htm

Ken Lilja


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planes_by_ken(at)bellsout
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PostPosted: Thu Jun 21, 2007 6:38 am    Post subject: 601 XL load testing Reply with quote

John,

In my opinion, the glue is a very good idea in certain places. I am
thinking of adding 3M Scotch Weld structural epoxy (Aircraft Spruce)at
locations like the elevator horn strap. This will fill in any voids and
help with slightly oversized rivet holes. No relative motion, no
wallowed out rivet holes.We used this on the bonanza series when the
wing attach carry-thru webs were cracking at the hi-shear fasteners
retaining the bathtubs. This was per AD. Needless to say, the cleaner
the better with bonding. Grumman singles are all glued together.
Lift distribution: The idea is to get the entire wing to share the work
so to my eye the weight distribution looks ok. What I would like to
make sure of is that the weight is evenly distributed either side of the
center of lift. Weighting the wing for negative G: Most wings are
twice as strong in positive G, so this may be worst case condition.
That said I would like to see positive G loading also.
I would also like to see the wing loaded in torque at the wing tip +- G
to see how much twist there is(especially a wing with the baggage
lockers). A wing that twists too much would not be good, BUT ALL WINGS
TWIST. One possible fix is actually easy. Ad some diagonal ribs in
between the regular ribs (think Ercoup).
JUST MY OPINIONS
Ken Lilja
John Bolding wrote:
Quote:
Nobody get their shorts in a knot as I just have a couple of
questions, not trying to cast aspersions or stir the pot, just trying to
learn something.
I notice that the sandbags are placed evenly along the wing, is that
because it's a rectangular wing? Generally when you see pics of load
testing the bag stack is thin at the tip and thick at the root. Maybe
every test I've seen before was of a tapered wing?? Donno, somebody
help me here.
I guess in the recent pictures they were testing for negative loads as
the bags were on top of the wing , in the older test the fuselage was
inverted and bags were on the bottom, indicating a load test for
positive G's.
I _guess_ maybe Chris felt the prior positive G test was good to go and
the negative test was needed more than redoing something already done,
OR maybe he isn't finished yet. Interesting.

Sometimes it's a small thing . Van had a few problems (severe
understatement) with spars on very early RV3's. The spar caps were
1/8"x 1 1/4" bar stock they were 8 thick at the root, some of us
etched the caps and built a fixture to marry them all together with 3M
Hysol Structural Adhesive so we could drill them as a single piece
rather than 8 pieces of varying lengths. Turns out 10 yrs later when
Van did in depth load testing that the adhesive improved the crippling
effect of the thin strips, making the cap assy act like a solid bar
rather than a bunch of strips. We were good for 2-3 more G's if I
remember right. I had already tested to Limit Load (6 g (at) gross) in
the air but was reassuring nevertheless. The airplane now has over 2000
hrs but at inspection 10 yrs ago I de-rated it to utility category from
aerobatic as I REALLY have no confidence in a 35 yr old glue joint done
on aluminum in an uncontrolled environment.

John Bolding


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craig(at)craigandjean.com
Guest





PostPosted: Thu Jun 21, 2007 9:11 am    Post subject: 601 XL load testing Reply with quote

No, I haven't heard anything. We have heard rumors about some of the
accidents but they don't end up in the final official analysis. I don't know
if this says more about the rumors or the government investigative process.

Me, I'm just going to have to go with what I know: a fairly conventions
design with an overall good record. I think my piloting skills or poor
judgment are more likely to kill me than anything else. Happily that is
something I can do something about.

One thing I continue to think about is that in all the fatal 601XL accidents
(regardless of the cause) it seems likely that a ballistic recovery chute
could have saved some lives. This includes Jim Pellien's which no one claims
was tied to a structural failure. But I am waiting on my preliminary W&B
data to see if a chute would make my plane safer or not. I'd like to see
Scott Laughlin's numbers for his BRS-equipped XL even thought the Corvair is
heavier than a Jabiru 3300.

-- Craig


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p.mulwitz(at)worldnet.att
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PostPosted: Thu Jun 21, 2007 10:18 am    Post subject: 601 XL load testing Reply with quote

At 10:09 AM 6/21/2007, you wrote:
Quote:
One thing I continue to think about is that in all the fatal 601XL accidents
(regardless of the cause) it seems likely that a ballistic recovery chute
could have saved some lives. This includes Jim Pellien's which no one claims
was tied to a structural failure. But I am waiting on my preliminary W&B
data to see if a chute would make my plane safer or not. I'd like to see
Scott Laughlin's numbers for his BRS-equipped XL even thought the Corvair is
heavier than a Jabiru 3300.

I don't know whether a ballistic chute would have helped with any of
the recent accidents or not. It seems that all of them happened at
low altitude. Between the human delay and the deployment delay I
doubt a chute would have deployed in time to do any good on any of
these accidents.

I have been thinking and looking at my plane as I reassemble the
fuselage for riveting and noticed there might be a little weakness in
the wing attach structure. There are cute little gussets supporting
the gear uprights to the longerons, but no similar gussets on the
wing spar uprights. Indeed, the only thing holding the main spar
carry-through at the proper angle is a couple of pieces of side skin
and the seat front bottom which is the same weight as the side
skin. I considered adding gussets between the wing spar uprights and
the main longerons and discussed (email) that with Nick at ZAC. He
approved the addition as not being a problem, but he did not comment
on whether or not it was helpful.

Paul
XL fuselage


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planecrazydld(at)yahoo.co
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PostPosted: Thu Jun 21, 2007 3:12 pm    Post subject: 601 XL load testing Reply with quote

I know this will serve as the pilot light for the flame throwers but I noticed the same thing and wonder if it is because the only washout the wing has is the effect from the twisted ailerons? I was more concerned because the test was upright (-G) and the primary loads most of us will see will be +G. With the unique canted spars in this wing design, the upright and inverted load paths are unarguably different - and my be substantially different due to the spar geometry in the completed structure. Also keep in mind that the load transfer into the fuselage is not symmetrical - that is, the geometry of the bolted joints in not the same upright and inverted.

All that speculation made, I wonder if they will invert the same craft and go to ultimate for 3 seconds minimum then go for failure just to determine the margin in that particular assembly...

just my 0.02...

John Bolding <jnbolding1(at)teleshare.net> wrote:
[quote] Nobody get their shorts in a knot as I just have a couple of questions, not trying to cast aspersions or stir the pot, just trying to learn something.
I notice that the sandbags are placed evenly along the wing, is that because it's a rectangular wing? Generally when you see pics of load testing the bag stack is thin at the tip and thick at the root. Maybe every test I've seen before was of a tapered wing?? Donno, somebody help me here.
I guess in the recent pictures they were testing for negative loads as the bags were on top of the wing , in the older test the fuselage was inverted and bags were on the bottom, indicating a load test for positive G's.
I guess maybe Chris felt the prior positive G test was good to go and the negative test was needed more than redoing something already done, OR maybe he isn't finished yet. Interesting.

Sometimes it's a small thing . Van had a few problems (severe understatement) with spars on very early RV3's. The spar caps were 1/8"x 1 1/4" bar stock they were 8 thick at the root, some of us etched the caps and built a fixture to marry them all together with 3M Hysol Structural Adhesive so we could drill them as a single piece rather than 8 pieces of varying lengths. Turns out 10 yrs later when Van did in depth load testing that the adhesive improved the crippling effect of the thin strips, making the cap assy act like a solid bar rather than a bunch of strips. We were good for 2-3 more G's if I remember right. I had already tested to Limit Load (6 g (at) gross) in the air but was reassuring nevertheless. The airplane now has over 2000 hrs but at inspection 10 yrs ago I de-rated it to utility category from aerobatic as I REALLY have no confidence in a 35 yr old glue joint done on aluminum in an uncontrolled environment.

John Bolding



[quote] ----- Original Message -----
From: ZodieRocket (zodierocket(at)hsfx.ca)
To: zenith-list(at)matronics.com (zenith-list(at)matronics.com)
Sent: Wednesday, June 20, 2007 11:01 PM
Subject: 601 XL load testing


--> Zenith-List message posted by: "ZodieRocket" <zodierocket(at)hsfx.ca (zodierocket(at)hsfx.ca)>

For your viewing pleasure

http://www.zenithair.com/zodiac/6-photo-testing.html
Mark Townsend
Can-Zac Aviation Ltd.
president(at)can-zacaviation.com (president(at)can-zacaviation.com)
Dave Downey
Harleysville (SE) PA
Zodiac 601XL/Corvair?
Sick sense of humor? Visit Yahoo! TV's [url=http://us.rd.yahoo.com/evt=47093/*http://tv.yahoo.com/collections/222]Comedy with an Edge [/url]to see what's on, when. [quote][b]


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planecrazydld(at)yahoo.co
Guest





PostPosted: Thu Jun 21, 2007 3:28 pm    Post subject: 601 XL load testing Reply with quote

Please forgive the listing of qualification: A&P, Materials Engineer (composites/adhesives) at Boeing, 25+ years.

Please keep omnmind that 3M makes a very large assortment of "Scotch-Weld" adhesives. Unfortunately, one of the more popular ones (and very old) is EC2216. While the 2216 grey is a very tough and moderately strong adhesive, it suffers from almost no strength at even moderately elevated temperatures (above 140°F!). Please choose an adhesive that provides decent performance (greater than 1000 psi lapshear and compression at 220°F) to avoid bond strength degradation at the temperatures that structure can heat soak to on the ramp. While skin temperatures do cool very rapidly with minimal airflow, the internal structures can take substantial time to cool.

When the USAF was looking at bonded joints made in the field (no etch process line and corrosion protecting bonding primer) they learned that there is only one way to get reasonable durability in a field bonded joint: thorough cleaning with scothcbrite/equivalent and solvent washing, followed immediately by wet scouring/scotchbriting/sanding the surfaces that will be closed by the bondline using the mixed adhesive itself in the operation. The abrasion debris was dry wiped from the surface, fresh adhesive added, and the joint closed. This was found to produce a more corrosion resistant bondline - and corrosion is the primary inroad leading to failed metal bond bondlines.

Ken Lilja <planes_by_ken(at)bellsouth.net> wrote:
[quote]--> Zenith-List message posted by: Ken Lilja

John,

In my opinion, the glue is a very good idea in certain places. I am
thinking of adding 3M Scotch Weld structural epoxy (Aircraft Spruce)at
locations like the elevator horn strap. This will fill in any voids and
help with slightly oversized rivet holes. No relative motion, no
wallowed out rivet holes.We used this on the bonanza series when the
wing attach carry-thru webs were cracking at the hi-shear fasteners
retaining the bathtubs. This was per AD. Needless to say, the cleaner
the better with bonding. Grumman singles are all glued together.
Lift distribution: The idea is to get the entire wing to share the work
so to my eye the weight distribution looks ok. What I would like to
make sure of is that the weight is evenly distributed either side of the
center of lift. Weighting the wing for negative G: Most wings are
twice as strong in positive G, so this may be worst case condition.
That said I would like to see positive G loading also.
I would also like to see the wing loaded in torque at the wing tip +- G
to see how much twist there is(especially a wing with the baggage
lockers). A wing that twists too much would not be good, BUT ALL WINGS
TWIST. One possible fix is actually easy. Ad some diagonal ribs in
between the regular ribs (think Ercoup).
JUST MY OPINIONS
Ken Lilja
John Bolding wrote:
[quote] Nobody get their shorts in a knot as I just have a couple of
questions, not trying to cast aspersions or stir the pot, just trying to
learn something.
I notice that the sandbags are placed evenly along the wing, is that
because it's a rectangular wing? Generally when you see pics of load
testing the bag stack is thin at the tip and thick at the root. Maybe
every test I've seen before was of a tapered wing?? Donno, somebody
help me here.
I guess in the recent pictures they were testing for negative loads as
the bags were on top of the wing , in the older test the fuselage was
inverted and bags were on the bottom, indicating a load test for
positive G's.
I _guess_ maybe Chris felt the prior positive G test was good to go and
the negative test was needed more than redoing something already done,
OR maybe he isn't finished yet. Interesting.

Sometimes it's a small thing . Van had a few problems (severe
understatement) with spars on very early RV3's. The spar caps were
1/8"x 1 1/4" bar stock they were 8 thick at the root, some of us
etched the caps and built a fixture to marry them all together with 3M
Hysol Structural Adhesive so we could drill them as a single piece
rather than 8 pieces of varying lengths. Turns out 10 yrs later when
Van did in depth load testing that the adhesive improved the crippling
effect of the thin strips, making the cap assy act like a solid bar
rather than a bunch of strips. We were good for 2-3 more G's if I
remember right. I had already Looking for a deal? [url=http://us.rd.yahoo.com/evt=47094/*http://farechase.yahoo.com/;_ylc=X3oDMTFicDJoNDllBF9TAzk3NDA3NTg5BHBvcwMxMwRzZWMDZ3JvdXBzBHNsawNlbWFpbC1uY20-]Find great prices on flights and hotels[/url] with Yahoo! FareChase. [quote][b]


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PostPosted: Thu Jun 21, 2007 4:01 pm    Post subject: 601 XL load testing Reply with quote

Hey Paul, it does not have to be a weakness - all it needs to be is slightly unstable. Then a wayward load comes along and under the right circumstances the instability leads to buckling or bowig of some element out of plane and failure pops up.

Paul Mulwitz <p.mulwitz(at)worldnet.att.net> wrote: [quote]--> Zenith-List message posted by: Paul Mulwitz

At 10:09 AM 6/21/2007, you wrote:
Quote:
One thing I continue to think about is that in all the fatal 601XL accidents
(regardless of the cause) it seems likely that a ballistic recovery chute
could have saved some lives. This includes Jim Pellien's which no one claims
was tied to a structural failure. But I am waiting on my preliminary W&B
data to see if a chute would make my plane safer or not. I'd like to see
Scott Laughlin's numbers for his BRS-equipped XL even thought the Corvair is
heavier than a Jabiru 3300.

I don't know whether a ballistic chute would have helped with any of
the recent accidents or not. It seems that all of them happened at
low altitude. Between the human delay and the deployment delay I
doubt a chute would have deployed in time to do any good on any of
these accidents.

I have been thinking and looking at my plane as I reassemble the
fuselage for riveting and noticed there might be a little weakness in
the wing attach structure. There are cute little gussets supporting
the gear uprights to the longerons, but no similar gussets on the
wing spar uprights. Indeed, the only thing holding the main spar
carry-through at the proper angle is a couple of pieces of side skin
and the seat front bottom which is the same weight as the side
skin. I considered adding gussets between the wing spar uprights and
the main Zodiac 601XL/Corvair?
Fussy? Opinionated? Impossible to please? Perfect. [url=http://us.rd.yahoo.com/evt=48516/*http://surveylink.yahoo.com/gmrs/yahoo_panel_invite.asp?a=7 ]Join Yahoo!'s user panel[/url] and lay it on us. [quote][b]


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alex_01



Joined: 14 Jan 2007
Posts: 33

PostPosted: Fri Jun 22, 2007 1:15 am    Post subject: Re: 601 XL load testing Reply with quote

We use Scotch Weld 9323 B/A with great sucsess. we are also building Carbon fibre chassis for motorracing (and carbon/alloy) we done several structural tests including many crash tests and for sure the bond is extrimely good with this glue

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PostPosted: Fri Jun 22, 2007 2:12 am    Post subject: 601 XL load testing Reply with quote

Please remember that the bond in composites is vastly different than a metal bond. All that matters there are clean appropriately active surfaces, good joint design, and the appropriate adhesive appropriately applied and cured. Also remember that 100% bonded structures are subject to ballistic failure as the joints have substantial shear lag and different local speed of sound in the materials.

alex_01 <zoechling(at)gmx.de> wrote:[quote] --> Zenith-List message posted by: "alex_01"

We use Scotch Weld 9323 B/A with great sucsess. we are also building Carbon fibre chassis for motorracing (and carbon/alloy) we done several structural tests including many crash tests and for sure the bond is extrimely good with this glue


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alex_01



Joined: 14 Jan 2007
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PostPosted: Fri Jun 22, 2007 2:52 am    Post subject: Re: 601 XL load testing Reply with quote

we know the differance between carbon and metal we also manufactured approx 60 Porsche 956/962 Group C chassis and this glue had the best results for strenght and sheer load - but surface has to be reasonable clean (we use aceton) and bonding area must also be prepared with find scotch brite or fine sandpaper

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lgingell



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PostPosted: Fri Jun 22, 2007 8:07 am    Post subject: Re: 601 XL load testing Reply with quote

I looked closely at the pictures, and the bags say 'Tri Mix', so I googled it, and it appears to be ED medication that gives you an erection!

Are they trying to use it to make the wings stiff? !!!


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PostPosted: Fri Jun 22, 2007 8:33 am    Post subject: 601 XL load testing Reply with quote

Yes, I agree, but It only stiff for 36 Hours.

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