Food for Thought: WTC Was Designed to Withstand Direct Impact from a 707 (vid)

Quote from bronks:

Umm, I coulda swore those were some pretty hot flames coming out of the buiding after impact. But maybe only I saw them.


Yes, napalm burns pretty hot...

Quote from bronks:



Neither the walls nor the columns are the culprit. The joists were.

What a bunch of conspiracy nuts we have here.

I'm a former residential woodframer , and code for joist bearing is 1 3/4" inches in my state.

Are you saying highrises are built like single family residences?

JohnnyK
 
Quote from JohnnyK:

Yes, napalm burns pretty hot...



I'm a former residential woodframer , and code for joist bearing is 1 3/4" inches in my state.

Are you saying highrises are built like single family residences?

JohnnyK

How heavy is the joist
How long is the joist
What is the joist made of
What is it sitting on
How is it fastened
Static or dynamic
Load factors, etc, etc, etc,.

All this factors in on the bearing edge. Don't get me started woodpecker.

And you've never hung a joist short of the bearing specs, right?

Carpenters...(sigh)
 
Quote from bronks:

Don't get me started woodpecker.

And you've never hung a joist short of the bearing specs, right?

Carpenters...(sigh)

Actually, we only go code when we are forced to by some circumstance...and that's not often. Otherwise, we always go beyond code, bearing typically 3 1/2" and even as much as a foot. Everything is inspected so it's not worth going less than code, and I don't think I ever have because 1 1/2" or less is just too wacko...especially on large beams. Note that hangers have at least 1 3/4" bearing, and more for hangers designed for larger loads.

I can't imagine any beam or joist, no matter how small, bearing less than 3" for a downtown commercial steel highrise. But since I've never worked on one, I can't say. But I have a journeyman ironworker/welder freind and she'll kick yer...

...I mean she may be able to shed some light on the subject.

JohnnyK
 
Johnny you gotta remember highrises are built like weebles--very heavy on the bottom and progressively lighter to the top. They'll make the upper members as light as possible.

Now I don't know what the specs were for the trade centers, but it wouldn't take much to knock'em off their seat. They're stronger than shit when tied together and the WHOLE diaphram can give as a unit. That's why towers can sway with the wind. But if one wall starts going in one direction and the other wall does the opposite...oh boy.
 
Quote from bronks:

Umm, I coulda swore those were some pretty hot flames coming out of the building after impact. But maybe only I saw them.


Uhhh.... You should do some homework before you grace us with your 'expert' opinion.

Flame color is indicative of heat. Thats why intense fires burn brighter.

Look it up.



Quote from bronks:

Maybe the larger and thicker members were rated that high. Sure as hell not those joists. You're only as strong as your weakest point. Again.

Coming from a guy who counters documented fact with maybe's and there-can't-possibly-be's, i'd say your full of shit.

In fact, I know you are.

How do I know?

Because Underwriter Laboratories has already weighed in their expert opinion on joist strength, which oddly enough, refutes your baseless claims:

"I'm aware of UL's attempts to help, including performing tests on models of the floor assemblies. But the results of these tests appear to indicate that the buildings should have easily withstood the thermal stress caused by pools of burning jet fuel."

and...

"We know that the steel components were certified to ASTM E119. The time temperature curves for this standard require the samples to be exposed to temperatures around 2000F for several hours. And as we all agree, the steel applied met those specifications."
http://www.septembereleventh.org/newsarchive/2004-11-11-ryan.php


That was an excerpt from an email written by Kevin Ryan, Site Manager Environmental Health Laboratories A, Division of Underwriters Laboratories - the company that certified ALL the steel used in the WTC.

Even your precious little joists. Look it up.





Quote from bronks:

I love when scientists put "test specimens" together after the fact. When were those towers built? Did they build a mock-up and ram a jet at 500 MPH through them? I doubt it.

No, dumbass. THE ENGINEERS who BUILT THE TOWERS designed them to withstand a 500 mph collision by a fully fueled airliner.

Remember??? Guess not.


Also, the NIST collapse modeling, which is the closest thing we have to scientific proof as to why the Towers fell in the first place, *prove* the trusses could support FAR MORE weight in 'raging inferno' conditions than your baseless opinion has brought to the table thus far.



Quote from bronks:

Neither the walls nor the columns are the culprit. The joists were.

Wrong again. You're a real armchair quarterback, aren't you?

The NIST report stated the collapse was precipitated by joist failure AND expanded joists pulling perimeter walls in, causing them to buckle.

The key point: the NIST contradicted its own report - max 250C temps don't provide sufficient thermal softening to allow the perimeter columns to 'buckle'.






Quote from bronks:

No, I just know first hand what happens to loads when subjected to out-of-chart tolerances.

Out of chart? Where in the statement, 'we designed the Towers to take a fully loaded 707 impact', does it suggest out of chart?

Please, enlighten us.


Quote from bronks:

I've lost comerades and my best friend lost his father in building and floor collapses in LA and San Diego.

Sorry to hear. But knowing acquaintances who meet untimely deaths from collapsing roofs doesn't make you an expert in skyscraper design or structural failure.

We should all listen to you because you know a guy, who knows a guy that had a roof fall on his head??


uhh.... ok.



Quote from bronks:

And let's get one thing straight, ironworkers build highrises. Not engineers or architects.

Yea, the chief structural engineers who intellectually birth these behemoths can't hold a candle to the 'real egineers' -- the grunts -- who merely fit the pieces together.

Sure.



Quote from bronks:

If you had bothered to view the video collapse without bias, you would've noticed the core remained standing for a bit after the floors came down around it by about approx 4-5 floors, and followed that pattern all the way down.

The base columns had slabs of steel running through their centers, making them almost solid. The entire core structure itself served as a 'tower within a tower'; upper core columns had their own 'floors' that crossed
braced the core structure its entire length. This enabled the building to withstand 140 mph winds.

Thats the cores job. To withstand and bear the vast weight of the buildings static and dynamic load.

What you're suggesting is ludicrous. That somehow, these flimsy truss connectors that easily snapped off of the one end, exhibited unbelievable strength on the other --- sufficient to literally TEAR DOWN the core tower rooted in the bedrock.

Total bs.




Quote from bronks:

The joisted floors act as a diaphram in tying everything together. The core had no support once the floors went. Laterally or vertically.


No support vertically? Except the PURE STEEL COLUMNS holding each successive column erect.

No support laterally? Except the cores steel reinforced concrete floors that cross-braced the core for its entire width.



Quote from bronks:

Firefighter friend on the first floor of my building confirmed the term.

Glad you did some original research.



Quote from bronks:

To pull could also mean to pull your head out of your ass and quit acting like you know something about which you know nothing about except from websites.

Coming from a guy whose countered scientific documents and empirical fact with nothing but baseless speculation and uncorroborated opinion, I'd say you're full of shit.


Quote from bronks:

What a bunch of conspiracy nuts we have here.

Try backing up your argument with facts next time.
 
Quote from achilles28:

Glad you did some original research.





Coming from a guy whose countered scientific documents and empirical fact with nothing but baseless speculation and uncorroborated opinion, I'd say you're full of shit.




Try backing up your argument with facts next time.

Arguing for the sake of arguing tires me. Stick this in your pie hole:

http://www.channel4.com/science/microsites/S/science/engineering/news_towers.html


A little common sense could help you along in life.
 
The federal reserve is a private organization owned by a handful of families.

Much of the B.S. against average individuals is carried out by a cabal of powerful satanic individuals who fancy themselves as being in war with god.

http://video.google.com/videoplay?docid=-4577741442485197199&q=illuminati&pl=true






Quote from achilles28:

"The real truth of the matter is, as you and I know, that a financial element in the large centers has OWNED the government ever since the days of Andrew Jackson.." - President Franklin D. Roosevelt, November 21, 1933


If you are serious, start with a history of the Federal Reserve. Incidentally, which is neither Federal nor a reserve.

The same Money Powers that OWN this country, OWN every single nation on the planet. By proxy or fiat.

Industrialists, politicians, heads of state, media - merely loyal subjects who've sworn undying allegiance to the realization of the System.
 
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