ozeco41
Philosopher
1, 2 & 4 Are trueOzzie,
This may be a minor point or just quibbling about words. I see the movement inwards like this.
The facade columns had axial loads from above...1 that was the MAJOR load by far...2 The they had some APPLIED loads via the truss seats on the core side of the column. THIS WAS AN ASYMMETRICAL load from the get go.3
So if you overload the facade... past the yield strength it WILL buckle...4 And which way would it go? As it is "restrained on the core side" it would have to push the slabs out of the way...5 Or if the slabs broke or maybe.. maybe sagged they would exert some lateral force... in the core direction.6
3 Probably - provided you define which loads you mean and "ASYMMETRICAL"
5 You are speculating about something that may or may not have happened. Go back to the starting point fact - there was IB. So even if some floors had to be pushed there was more inwards force pulling in than outwards resistance. NET inwards.
6 Maybe - but it raises the same point as 5 the NET force was inwards because the buckling went inwards. So the debate is not about factors that did not exist OR were overwhelmed. NET force WAS inwards.
7 Could well be true. BUT take care that you are drifting into speculations which derail from the original point which I answered. And chasing details which do not change the validity of my explanation and don't enhance your understanding of that single point. The IB was the result of two main factors. Vertical loads and some form of NET inwards pull. Recall that I identified sagging as probably the main inward pull and other methods as secondary. You are speculating about the "other methods". And - as I said in the earlier post - they don't change the conclusion.BUT if a there was a break in the floor and the floor was hanging from the façade...wouldn't this junk of floor pull the façade which was buckling toward the core?7
How can we determine which is was? 8 Sagging trusses or hanging floor slabs? 9 That is if these two cause produce the same inward buckling direction?10Weren't there some section of floors which could be seen dropping?11
8 I doubt we ever can or will. Doesn't faze me because the explanation doesn't change. I'm aware that you would prefer to know the details. The alternate is accept reasoned explanations that are valid without all the details. (BTW that is sort of one of those "memes" that M_T refers to. Maybe we can start a list for M_Tom? The "cannot make decisions unless we know all the details meme" - engineers and accountants tend to fall for that one. Probably it is a "left brain" characteristic.
9 See first two sentences of response to 8
10 Same answer as several previous - the NET result was inwards. Independent of your preference to know how the bits added up to that "NET inwards".
11 Same response - true but doesn't change the argument - it fits within it.
Interesting speculation but do you intend it to add anything relevant to the point under discussion?What is the force on the trampoline when some one jumps on it? It's a kind of sagging but it's not from heat... but deformity from impact.
IB resulted from two main forces - vertical loads and a NET inwards pull which took the buckling past the critical point. And the floor sagging or other inwards forces did not have to cause the full extent of IB - merely start it off in the inwards direction. Past the critical point axial loads alone would continue the buckling until some other limit comes into play. And we don't need to go to that next lot of complications.

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