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Thread
:
S.H. Figuarts (Toku Related) Thread
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02-02-2020, 02:22 PM
#
18531
Waka
New Member
Join Date: Jul 2018
Posts: 93
Quote:
Originally Posted by
Zolda
Thanks for reminding me.
Please notice the scope of the issue:
- Figure series: SHF and SHF SS
- Character series: Kamen Rider
- Problematic areas: Elbow and knee joint system,
especially elbow one
- Benchmark: the old SHF Kamen Rider elbow & knee joint systems
So, please focus the discussion on those things,
and please refute my points without straying from
what I'm talking about.
---------------------------------------
Could you please provide the link(s) to my posts
where I stated or at least implied the idea of
"Oh you've just been lucky, they WILL break"?
I have re-read my previous posts
and none of them stated nor implied that idea.
Alright, it seems like you just enjoy this fear mongering/attention or something. The scope of the issue is not just limited to Kamen Rider. you're saying that because these "new joints" are more complex, they are more prone to breakage. But you acknowledge that the "Fighting Body" Figuarts line also has complex elbows joints
similar
to the SHF SS OOO's line. While they're not the exact same system, you say in your posts,
HERE
that adding complexity makes the joints weaker.
Your constant mention of the WORST POSSIBLE SITUATION THAT COULD EVER HAPPEN TO SHF SS KAMEN RIDER OOO is getting tiresome. the worst possible situation that could ever happen to ANY figure... is it breaking, or being lost. and in case you need references to what I'm talking about, here are a few I've quoted:
Quote:
...the most extreme one, the nasty one, the catastrophic failure, the systemic collapse: LIMB DISMEMBERMENT.
Quote:
" it will cause the same total structural failure, that is, mutilated arms."
Quote:
Using this reasoning, THE ultimate rational question to ask is:
"What is the WORST CASE SCENARIO (aka WHAT'S THE WORST THING THAT WILL HAPPEN) when the material DO reach its strength limit?"
The answer is clear:
TOTAL STRUCTURAL COLLAPSE.
Quote:
What I have stated or implied:
This breakage issue is probabilistic issue.
While I appreciate you contributing to the forums and having conversations, I don't think there is anything of substance with our interactions other than for you to continue to preach impending doom about this line because of some perceived engineering fault. If you don't like them because you view them as structurally weak, that's fine and you can let it be known, as this IS a discussion thread. Just stop with this "TOTAL STRUCTURAL FAILURE" fear mongering.
Waka
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