The criteria that was applied to the FEA was erroneous. That means both were faulty. It's not an either/or thing is it.Why is it you can't answer a question? Are you claiming the criteria was faulty or the FEA?
The criteria that was applied to the FEA was erroneous. That means both were faulty. It's not an either/or thing is it.Why is it you can't answer a question? Are you claiming the criteria was faulty or the FEA?
If you've followed my posts it's not about liking or disliking your conclusions. You have made a stated intent to avoid discussing anything you deem poisonous to your case. Which essentially makes your most optimistic "outcome" a question of which hair splitting straw ultimately caused a major column in a building to fail that we already know failed. Since the level of detail you focus on is based on "most probable" mechanisms, they are by definition not absolute, nor critical at the macroscopic level. This is because "IF" you're arguing against the fire induced collapse scenario you're basically trying to falsify one facet of the failure sequence which can simply be replaced with an alternative whose greatest effect will be on building codes and vulnerabilities rather than demonstrating something other than fire was the proximate cause of the collapse.I'm not asking you to like it, just to stop clinging to that which is not plausible.
There are no words.....
You got your answer and clearly didn't like it. Tough.
You stated that all the connections moved in axis that reality would have seen. This is clearly not the case as the C38 connection with k3004 did not fail in the model.
I don't expect you to like that reality. But it is nonetheless the reality that you are faced with. .
Is that the problem, there are no words for you to describe where the other end was?
In NISTs own analysis the columns did not buckle until after floor failure. As for the real world the connection at C38 would fail also and prevent NIST from their original estimate of 5.5" expansion. The girder would therefor not have been assumed to have failed in those circumstances. At that point NIST would be forced to try a different hypothesis.You misunderstood my question, which may very well be due to my wording it.
You didn't read my clarification, did you?
And you still did not answer:
Are you involved in the FEA project announced by AE911Truth as part of their "ambitious agenda for 2015"? If so, in what capacity? If not, do you know who is leading this effort, who is participating?
Now back to the question about lateral movement of columns:
You had essentially claimed that columns in the 16-story model were fixed in the x- and y-direction.
You referenced something.
I showed you that the reference explained how columns in the 16-story model were fixed laterally only on bottom and on top.
This implies that columns would have moved laterally, in x- and y-directions, if sufficient lateral forces arose.
This would happen in the real world as well as in the 16-story model between bottom and top: Columns are pushed and pulled here and there by expanding, contracting, sagging etc horizontal members, depending on heating history and loads.
Is that true or is that not true?
And you still did not answer:
Are you involved in the FEA project announced by AE911Truth as part of their "ambitious agenda for 2015"? If so, in what capacity? If not, do you know who is leading this effort, who is participating?
It's there on the picture that I posted to save you having to look at the drawings. As you were told several times earlier the beam was connected to C38. The other end was connected to the girder that was said to have been pushed.
Ah, so there was a girder there that was pushed. How far off did it get at the point of failure?
Other than Oystein, am I the only one who can see this ? ^
How far off what?
In NISTs own analysis the columns did not buckle until after floor failure. As for the real world the connection at C38 would fail also and prevent NIST from their original estimate of 5.5" expansion. The girder would therefor not have been assumed to have failed in those circumstances. At that point NIST would be forced to try a different hypothesis.
How far off was it from design in the x, y and z axes at the time of connection failure?
And this was determined but what methods? Back of a napkin?The criteria that was applied to the FEA was erroneous. That means both were faulty. It's not an either/or thing is it.
Is a column not deformed or out of position until it buckles?
And this was determined but what methods? Back of a napkin?
That’s because he also does not know the difference between bending and buckling. Being incompetent at structural engineering does not prevent conspiracists from being loudly wrong.Is a column not deformed or out of position until it buckles?
But you know it's wrong. By what methods?No. We don't even have the back of a napkin from NIST to justify their criteria for deeming this element to have failed. Well spotted.
That’s because he also does not know the difference between bending and buckling. Being incompetent at structural engineering does not prevent conspiracists from being loudly wrong.