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Another Question for Heiwa : Amazing Fireproof Steel

If a large mass drops on a floor I would expect a hole in the floor as result, not the whole building collapsing.

And no large masses dropped on any columns!! It is impossible to drop a big mass on a narrow column!
Heiwa, do you think it is possible to drop a big mass on a series of trusses? What would happen to these trusses after the impact from this mass?
 
Exactly - it is not a large mass impacting (at much the same time?). It is many small masses impacting at different times and in different locations and most masses evidently miss the vertical columns that are very slender.

If a large mass drops on a floor I would expect a hole in the floor as result, not the whole building collapsing.

And no large masses dropped on any columns!! It is impossible to drop a big mass on a narrow column!

Try it yourself. Take a helicopter with a very heavy flagpole (the big mass) and try to drop it on another flagpole on the ground. You will probably miss, and if you hit, the dropped flagpole will probably bounce off the fixed flagpole.

Or try to drop a thin floor on a stiff steel column! The stiff column will punch a hole in the floor.

It is not easy to destroy steel columns by gravity only.

What is your business? Trying to destroy buildings as parts of some scams?


Heiwa, let me ask you this: what do you think would happen if the combined mass (or the maximum impulse) of your many small masses impacting a floor exceeded that floor's safety factor for total load?
 
You beat me to it e^n.

Heiwa: You have to realize that the columns were not free-standing structures. There were interconnected with everything else.
So instead of a "hole in the floor", you are dropping a larrge mass that opccupies a significant portion of that floor, and thust will take a great many of these interconnections with it, which will in turn take down everything else.

Why don't you try dropping a great many floors onto some more floors, and see where it gets you.

Your "spaghetti analogy" is useless, unless you can proove that there were no other interconnections (like trusses) or large surface areas (like floors) to take into account in both the impacting and impacted portions.

Believe it or not, Heiwa and Apollo20, buildings are generally designed for static load, not kinetic load.
 
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Exactly - it is not a large mass impacting (at much the same time?). It is many small masses impacting at different times and in different locations and most masses evidently miss the vertical columns that are very slender.

What holds up the columns?

If a large mass drops on a floor I would expect a hole in the floor as result, not the whole building collapsing.

Aha. More opinions, then.

And no large masses dropped on any columns!! It is impossible to drop a big mass on a narrow column!

What's holding up the columns again?

Try it yourself. Take a helicopter with a very heavy flagpole (the big mass) and try to drop it on another flagpole on the ground. You will probably miss, and if you hit, the dropped flagpole will probably bounce off the fixed flagpole.

You're struggling with these analogies, aren't you?

Or try to drop a thin floor on a stiff steel column! The stiff column will punch a hole in the floor.

And what happens to the floor structure?

It is not easy to destroy steel columns by gravity only.

What's holding the columns in place?

What is your business? Trying to destroy buildings as parts of some scams?

I design them for a living. You should assume that I know a wee bit about it.
 
True, but that's why I said "generally". ;)

A dozen floors falling is not a normal occurence.

Actually, recalling through the last few argumentsthey've made, maybe I should have been more specific.
 
What holds up the columns?
What's holding up the columns again?
What's holding the columns in place?

Pls, this is a forum where you announce your findings and opinions and where questions to individuals are best sent separately.

So you don't know what's holding up a column? You are in good company! FEMA, NIST, Bazant, Seffen haven't got a clue either! And you design buildings for a living?

A column is only held up by itself, i.e. its part below. Of course the perimeter columns are supported by horizontal spandrels between the perimeter columns and the core columns are supported by horizontal beams between the core columns in 0, 90, 180 and 270° directions.

All these horizontal supports provide very little area for a floor to drop on!

Actually all floors are located outside any column and its associated horizontal supports.

Thus a floor dropping down - in itself a strange phenomenon - will not drop either on a column or a column horizontal support. The floors are just hanging on the columns!

And the floors apparently constitute the major mass of the towers.

The major mass parts of a tower, when dropping (very rare event), will not touch the principal structure that keeps the structure up, i.e. columns and their horizontal supports.

That is the beauty of a tower steel structure and explains why they never collapse due to gravity (masses attached to principal structure dropping down).

Do you want me demonstrate that the columns would still stand if I remove all the floors? That is easy.
 
Heiwa: You have to realize that the columns were not free-standing structures. There were interconnected with everything else.
So instead of a "hole in the floor", you are dropping a larrge mass that opccupies a significant portion of that floor, and thust will take a great many of these interconnections with it, which will in turn take down everything else.

??? Please, learn to spell. The columns are in principal free standing and interconnected by horizontal spandrels (wall columns) and horizontal beams (core columns) in all directions at regular interwalls. This structure keeps the whole tower in place!

On these columns floors are hanging. Like pictures on a wall. No big deal!

If the hook of the picture breaks, the picture drops down.

Not the whole structure holding the hook.

What is your age? 10? Excellent! You can read? Read http://heiwaco.tripod.com/nist.htm .
 
A column is only held up by itself, i.e. its part below. Of course the perimeter columns are supported by horizontal spandrels between the perimeter columns and the core columns are supported by horizontal beams between the core columns in 0, 90, 180 and 270° directions.

What spandrels would these be? Be precise, now.....I know you can do it.

All these horizontal supports provide very little area for a floor to drop on!

How are they constructed? How do they function, structurally?

Actually all floors are located outside any column and its associated horizontal supports.

Are you really sure about that?

Thus a floor dropping down - in itself a strange phenomenon - will not drop either on a column or a column horizontal support. The floors are just hanging on the columns!

Really really sure?
And the floors apparently constitute the major mass of the towers.

The major mass parts of a tower, when dropping (very rare event), will not touch the principal structure that keeps the structure up, i.e. columns and their horizontal supports.

Keep digging.
That is the beauty of a tower steel structure and explains why they never collapse due to gravity (masses attached to principal structure dropping down).

Getting deeper...

Do you want me demonstrate that the columns would still stand if I remove all the floors? That is easy.

On you go then!
 
On these columns floors are hanging. Like pictures on a wall. No big deal!

Is this point important to your thesis? Have you researched it? Are you absolutely positive that you're right?
 
Heiwa, let me ask you this: what do you think would happen if the combined mass (or the maximum impulse) of your many small masses impacting a floor exceeded that floor's safety factor for total load?

Say that the floor (or roof) is 900 m² square (30X30 meters) and that it is designed to carry 200 kgs/m² uniformly or 180 000 kgs total uniformly with a factor of safety of 3.

Now, if you put 180 000 kgs on 1 m² in the middle of the floor, it will punch a hole in the floor and the weight will drop through the hole. That 1 m² could only carry 600 kgs safely and if you overload it, locally, 300 times, the result will be a hole.

The rest of the floor/roof will remain in place.
 
Is this point important to your thesis? Have you researched it? Are you absolutely positive that you're right?

More questions! Yes, I have researched the subject and I am absolutely positive that I am right.

What thesis are you talking about?
 
I'm laughing inside. If this were face to face, the tears would be rolling down my cheeks.

Your understanding of building structures is as deep as a paddling pool, my friend.
 
??? Please, learn to spell. The columns are in principal free standing and interconnected by horizontal spandrels (wall columns) and horizontal beams (core columns) in all directions at regular interwalls. This structure keeps the whole tower in place!

On these columns floors are hanging. Like pictures on a wall. No big deal!

If the hook of the picture breaks, the picture drops down.

Not the whole structure holding the hook.

What is your age? 10? Excellent! You can read? Read http://heiwaco.tripod.com/nist.htm .
Please learn physics before you correct others and put them down! Your post above about the floor is real dumb. How do you make such incredibly wrong posts? I thought you were joking about gravity but you missed the constant by an incredible amount. Why?

Say that the floor (or roof) is 900 m² square (30X30 meters) and that it is designed to carry 200 kgs/m² uniformly or 180 000 kgs total uniformly with a factor of safety of 3.

Now, if you put 180 000 kgs on 1 m² in the middle of the floor, it will punch a hole in the floor and the weight will drop through the hole. That 1 m² could only carry 600 kgs safely and if you overload it, locally, 300 times, the result will be a hole.

The rest of the floor/roof will remain in place.
Very nice; proof of something, I have to get the KEG out now! Rob last night, now pure super stuff of something. What is this?
 
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Oh please, if I laugh any more this cup of tea will be all over the screen..........
 
Is this point important to your thesis? Have you researched it? Are you absolutely positive that you're right?

You mean you guys over there don't use the 6SKH2318 series Sky hooks?
My brother (building and bridge deck design guy) says they keep them in the yard next to the rigidium stock.
 
Say that the floor (or roof) is 900 m² square (30X30 meters) and that it is designed to carry 200 kgs/m² uniformly or 180 000 kgs total uniformly with a factor of safety of 3.

Now, if you put 180 000 kgs on 1 m² in the middle of the floor, it will punch a hole in the floor and the weight will drop through the hole. That 1 m² could only carry 600 kgs safely and if you overload it, locally, 300 times, the result will be a hole.

The rest of the floor/roof will remain in place.


All right, then, why do you believe that the load from the floors above collapsing wouldn't have been relatively uniformly distributed?
 
There goes the monitor......





...Heiwa, you're a fraud. I don't believe that you know anything about structures whatsoever. Your littany of error is second only to your arrogance.

The WTC structure did not work as you seem to think. No other buildings do either. Perhaps ships do, but I doubt it.
 
There goes the monitor......

...Heiwa, you're a fraud. I don't believe that you know anything about structures whatsoever. Your littany of error is second only to your arrogance.

The WTC structure did not work as you seem to think. No other buildings do either. Perhaps ships do, but I doubt it.
Who will tell him if he puts 63.132 of these weights on one floor, the floor will meet the next floor until all the floors below come to rest on earth or something that can handle lots of KE. Core, may stand for a minute, but the shell would be shearing away most likely. Almost like 9/11 but different. Gravity man does it again.
 

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