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Significant Tornado Events

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I do not follow your logic. The reason the Vilonia home had unknown reinforcement is because NWS Little Rock didn't bother to look into it further, which most definitely says nothing about the home's structural integrity. Expecting every tree in the vicinity of a destroyed home to be fully debarked also goes against what we know about multiple vortices.

I could also use either the "straight nailed studs" and/or "rusty bolts and washers" excuse to nitpick literally every EF5 rated home in Moore to EF4, as well as the Oak Grove home in Hackleburg.
“Expecting every tree in the vicinity of a destroyed home to be fully debarked”

“I could also use either the "straight nailed studs" and/or "rusty bolts and washers" excuse to nitpick literally every EF5 rated home in Moore to EF4”


Try those and throw in the ole “debris loading” mental gymnastic and then you would have affectively eliminated all tornadoes in history rated 5.
 
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I do not follow your logic. The reason the Vilonia home had unknown reinforcement is because NWS Little Rock didn't bother to look into it further, which most definitely says nothing about the home's structural integrity. Expecting every tree in the vicinity of a destroyed home to be fully debarked also goes against what we know about multiple vortices.

I could also use either the "straight nailed studs" and/or "rusty bolts and washers" excuse to nitpick literally every EF5 rated home in Moore to EF4, as well as the Oak Grove home in Hackleburg.
That is the thing you cant, the homes in Moore had toenailed wall studs and properly managed bolts, The condition of the washers are extremely poor in Chapman. Vilonia had trees within a metre of the home left untouched and in this image we can see bolt spacing was rather inconsistent in the floorboards.

1718476064848.png
 
The EF scale wasn’t intended to be used with strict nitpickey engineering standards, which is why it’s fails spectacularly so often. And why there are planetary differences between offices in rating methodologies, because some engineers are more strict than others regarding damage criteria.

I mean, those rusty bolts definitely did contribute to that structure failing, but that’s the thing. It shouldn’t matter, anchor bolts/fasteners plus clean slab and of course adequate contextual damage should equal ef5 period.
The thing is, EF-5 requires winds of 201 or more mph, that home failed under 200 due to those extremely poorly conditioned bolts, the fitting of the washers is also very poor. That home being EF-4 is perfectly fine, compared to this from Moore 2013. Also I am not an engineer, I said one of my friends is studying engineering.

1718476198542.jpeg
 
The EF scale wasn’t intended to be used with strict nitpickey engineering standards, which is why it’s fails spectacularly so often. And why there are planetary differences between offices in rating methodologies, because some engineers are more strict than others regarding damage criteria.

I mean, those rusty bolts definitely did contribute to that structure failing, but that’s the thing. It shouldn’t matter, anchor bolts/fasteners plus clean slab and of course adequate contextual damage should equal ef5 period.
The sill plates would have been torn off from those bolts much more easily.
 
It’s also worth noting that being a meteorologist doesn’t mean you fully understand what level of damage an EF5 would require (which was created by engineers in the first place IIRC.) I’m not a very big fan of a sentiment that some people hold of “keep engineers out of meteorology” because tornadic damage is most definitely an interdisciplinary field that requires extensive knowledge of both meteorology and engineering. (Not saying anyone here holds that sentiment, I’ve just seen it a little on the internet)

I greatly dislike how the EF scale is so dependent on the office conducting the survey. It’s incredibly inconsistent between locations and that inherently makes the scale not just flawed, but broken in general. There needs to be some nationally standardized way of approaching it, because otherwise it will and probably already has skewed our perceptions of what is a violent tornado and what isn’t.
 
That is the thing you cant, the homes in Moore had toenailed wall studs and properly managed bolts, The condition of the washers are extremely poor in Chapman. Vilonia had trees within a metre of the home left untouched and in this image we can see bolt spacing was rather inconsistent in the floorboards.

View attachment 28659

John Robinson, it's OK if you just come out and say who you really are.
Or maybe you're Tim Marshall or a member of one of his surveying teams?
Who knows?
Either way, you definitely don't know what you're talking about when it comes to tornado damage and applying the EF scale.
 
I actually would name Joplin. Joplin touched down right near the city, quickly strengthening into EF5 intensity and maintained violent intensity throughout the city.
You can from this that it almost immediately weakened after it left the city. It could be still at EF2 intensity after Joplin but it's a far cry from what it capable of in the city.

Another suitable case was San Justo which was a very short track tornado that give all its power inside the town.
Joplin is still a very bizarre case to me. What are the odds that a tornado touches down right at the edge of a major city, explodes to over a mile wide, and simultaneously strengthens to one of the most powerful tornadoes of all time right in the very heart of the most densely populated areas of that city. Then after 6 miles and essentially the very moment it got done obliterating massive sections of the city and finally entered rural areas, it immediately weakens to EF1-EF2 intensity. The storms path and timing also couldn’t have been any worse, it seemed almost intent on deliberately inflicting the most amount of damage and casualties as possible that it’s almost creepy.
 
John Robinson, it's OK if you just come out and say who you really are.
Or maybe you're Tim Marshall or a member of one of his surveying teams?
Who knows?
Either way, you definitely don't know what you're talking about when it comes to tornado damage and applying the EF scale.
Uh no I do know. Going stringently by the criteria of the EF scale, Chapman is not EF-5, Chickasha, Goldsby and Vilonia I would agree with EF-5. Chapman was 100% EF-5 intensity. The fact you aren't even addressing my points doesn't really help either.
 
That is the thing you cant, the homes in Moore had toenailed wall studs and properly managed bolts, The condition of the washers are extremely poor in Chapman. Vilonia had trees within a metre of the home left untouched and in this image we can see bolt spacing was rather inconsistent in the floorboards.

View attachment 28659
Regarding Vilonia, I wouldn't exactly call those trees "untouched". Plus, it's hard to conclude if the bolt spacing was inconsistent as the possibility that some of the bolts were snapped off by the tornado needs to be considered.

Regarding Moore, you're 50% correct. The homes near the Medical Center and maybe one other were toenailed, but the rest were straight nailed.
I'm gonna use a 100% engineering mindset and nitpick all the EF5-rated homes in Moore one by one:
SW 147th Street #1: unknown if straight or toenailed, too much debris on slab considering this, plus it was probably hit by debris from other homes, lower the rating
SW 147th Street #2: too much debris on slab, probably hit by debris from other homes, nearby trees not fully debarked, lower the rating
Moore Medical Center homes: rusty bolts, too much debris nearby considering the weakness, lower the rating
Blue Ridge Rd: straight nailed studs, too much debris left considering weakness, lower the rating
SE 5th Street: home under construction, straight nailed studs, not enough baseplate removal, lower the rating
open lot near N Olde Bridge Rd: straight nailed studs, bolt spacing too inconsistent, lower the rating
 
It’s also worth noting that being a meteorologist doesn’t mean you fully understand what level of damage an EF5 would require (which was created by engineers in the first place IIRC.) I’m not a very big fan of a sentiment that some people hold of “keep engineers out of meteorology” because tornadic damage is most definitely an interdisciplinary field that requires extensive knowledge of both meteorology and engineering. (Not saying anyone here holds that sentiment, I’ve just seen it a little on the internet)

I greatly dislike how the EF scale is so dependent on the office conducting the survey. It’s incredibly inconsistent between locations and that inherently makes the scale not just flawed, but broken in general. There needs to be some nationally standardized way of approaching it, because otherwise it will and probably already has skewed our perceptions of what is a violent tornado and what isn’t.
Don't get me wrong, at least some understanding of engineering is necessary in the field of damage surveying. People like Tim Marshall, for example, have a solid understanding of both meteorology and engineering (which doesn't automatically mean every survey he's worked on is unquestionably accurate, but I digress).

But that doesn't change the fact that people who have little to no understanding of actual meteorology are not likely to survey tornadoes from an objective perspective, regardless of how skilled they are in the field of engineering.
 
Wasn't there another house Chapman completely wiped out that never got reported? If anyone has images, feel free to post them.
It's this home. NWS Topeka didn't survey it, but Marshall did and, surprise surprise, gave it an EF4 rating.
20160525chapman36-jpg.9800


Again, if I wanted to be a pedantic nitpicker I could come up with a million reasons to downgrade it, but I have to disagree with Tim on this one. If the EF5 shoe fits, wear it.
 
It's this home. NWS Topeka didn't survey it, but Marshall did and, surprise surprise, gave it an EF4 rating.
20160525chapman36-jpg.9800


Again, if I wanted to be a pedantic nitpicker I could come up with a million reasons to downgrade it, but I have to disagree with Tim on this one. If the EF5 shoe fits, wear it.
I can easily see why this house was rated ef4, and honestly I’m fine with this being rated as such.

Although if this occurred in the 90s it would’ve gotten the 5 rating easily, and it would’ve been perfectly justified too.
 
Regarding Vilonia, I wouldn't exactly call those trees "untouched". Plus, it's hard to conclude if the bolt spacing was inconsistent as the possibility that some of the bolts were snapped off by the tornado needs to be considered.

Regarding Moore, you're 50% correct. The homes near the Medical Center and maybe one other were toenailed, but the rest were straight nailed.
I'm gonna use a 100% engineering mindset and nitpick all the EF5-rated homes in Moore one by one:
SW 147th Street #1: unknown if straight or toenailed, too much debris on slab considering this, plus it was probably hit by debris from other homes, lower the rating
SW 147th Street #2: too much debris on slab, probably hit by debris from other homes, nearby trees not fully debarked, lower the rating
Moore Medical Center homes: rusty bolts, too much debris nearby considering the weakness, lower the rating
Blue Ridge Rd: straight nailed studs, too much debris left considering weakness, lower the rating
SE 5th Street: home under construction, straight nailed studs, not enough baseplate removal, lower the rating
open lot near N Olde Bridge Rd: straight nailed studs, bolt spacing too inconsistent, lower the rating
Right, well that is not logical to use at all. That is not the engineering mindset at all either, the only home you are partially right on is on Blue Ridge Road but that had surrounding contextuals to support it. The homes in SW 147th street had debris on them true, but a large portion of bolts were bent, sill plates were removed. Toenailed wall studs, double washers and securely attached nuts. Textbook EF-5.

houses especially near the medical center were very well built, (Specifically near the medical center, Toenailed studs, bolts every ~4-6 feet per code, 3/4-1 inch diameter bolts, concrete slab on grade as well as OSB sheathing (which tends to be a stronger option) and hip roofing, which has been proven to help in the case for tornadoes as you dont get weakend and poorly braced gabled ends, and a stronger roof structure.

The home under construction had its interior unfinished but otherwise structural integrity was intact. Also the garage failure was another factor, they were facing south increasing confidence. Straight nailed wall studs that are reinforced with brackets are stronger at resisting lateral loads than toenailed studs btw. Which i think is the last home, which had lots of bolts and nuts and washers again that is confidently EF-5.
 
John Robinson, it's OK if you just come out and say who you really are.
Or maybe you're Tim Marshall or a member of one of his surveying teams?
Who knows?
Either way, you definitely don't know what you're talking about when it comes to tornado damage and applying the EF scale.
I'll admit I chuckled the first time I read this, but it's probably best to leave comments like this off the thread. I don't agree with HAwkmoon's approach, but he's putting up a healthy debate and personal mentions are unnecessary.

Uh no I do know. Going stringently by the criteria of the EF scale, Chapman is not EF-5, Chickasha, Goldsby and Vilonia I would agree with EF-5. Chapman was 100% EF-5 intensity. The fact you aren't even addressing my points doesn't really help either.
The stringency of the EF scale, or at least certain WFOs' interpretations of it, is literally one of the biggest issues plaguing damage surveying.
 
I'll admit I chuckled the first time I read this, but it's probably best to leave comments like this off the thread. I don't agree with HAwkmoon's approach, but he's putting up a healthy debate and personal mentions are unnecessary.


The stringency of the EF scale, or at least certain WFOs' interpretations of it, is literally one of the biggest issues plaguing damage surveying.
I agree to a degree, and this is why it is getting revised. I will say Vilonia, Chickasha and Goldsby deserve EF-5, Chapman too intensity wise though the homes are a little less convincing.
 
All this debating shows is the utter state that the ef scale is in, there shouldn’t be this much confusion and differing opinions on ratings, but here we are.

The SSHWS hardly has any of these kinds of debates because again, it’s a mostly objective scale that uses physical data in the form of wind measurements from dropsondes and weather stations.

I’m truly hoping the new scale takes into account contextuals a lot more and balances meteorology and engineering to the get the most accurate rating possible.
 
Right, well that is not logical to use at all. That is not the engineering mindset at all either, the only home you are partially right on is on Blue Ridge Road but that had surrounding contextuals to support it. The homes in SW 147th street had debris on them true, but a large portion of bolts were bent, sill plates were removed. Toenailed wall studs, double washers and securely attached nuts. Textbook EF-5.

houses especially near the medical center were very well built, (Specifically near the medical center, Toenailed studs, bolts every ~4-6 feet per code, 3/4-1 inch diameter bolts, concrete slab on grade as well as OSB sheathing (which tends to be a stronger option) and hip roofing, which has been proven to help in the case for tornadoes as you dont get weakend and poorly braced gabled ends, and a stronger roof structure.

The home under construction had its interior unfinished but otherwise structural integrity was intact. Also the garage failure was another factor, they were facing south increasing confidence. Straight nailed wall studs that are reinforced with brackets are stronger at resisting lateral loads than toenailed studs btw. Which i think is the last home, which had lots of bolts and nuts and washers again that is confidently EF-5.
I actually agree with most of what you say here. My "nitpicking Moore" post wasn't actual nitpicking, it was proving my point of how ridiculous pedantic nitpicking is.

Still, I don't agree with the "straight nailed studs" and "rusty bolts" logic you applied to Vilonia and Chapman, but you don't apply to Moore for some reason.
 
Uh no I do know. Going stringently by the criteria of the EF scale, Chapman is not EF-5, Chickasha, Goldsby and Vilonia I would agree with EF-5. Chapman was 100% EF-5 intensity. The fact you aren't even addressing my points doesn't really help either.
Therein lies the problem. Going stringently by the criteria will lead to inaccurate results in times where other evidence beyond that listed and categorized as criteria indicates stronger has happened. If a tornado like Vilonia which everyone agrees is EF-5 instead struck only one solitary very well-built house and wiped the slab clean of debris it wouldn't be allowed as an EF-5 rating. Yet that very same house placed among a few similar ones which experienced similar destruction is now somehow allowed to achieve EF5 rating when it's the very same house in the very same winds. Clearly the logic of the engineers involved with these matters is at best suspect, and their assertions and conclusions need to be held accordingly.
 
That is the thing you cant, the homes in Moore had toenailed wall studs and properly managed bolts, The condition of the washers are extremely poor in Chapman. Vilonia had trees within a metre of the home left untouched and in this image we can see bolt spacing was rather inconsistent in the floorboards.

View attachment 28659
That tree is not "untouched" lol, objectively.

1718485385804.png

I forget whether this was the same home or if it was the other one on E Wicker Street that was obliterated, but the "untouched trees in the area" narrative really falls apart if you look in the background there.
 
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