This is a video call of AE911 discussing some problems they have with the NIST report. In particular, the one discussed here on this very website.
I am unaware if Mr. Szamboti is the author of this specific objection. I am not versed in engineering and so do not understand the technicalities of this issue. I, therefore, will not attempt to explain the problem, which is stated as
'NIST's 16-Story ANSYS Model Ignored the Effect that Column 79's Side Plate Would Have Had in Preventing the Walk-Off of Girder A2001, Thus Violating the OMB Guidelines and NIST IQS"
That is not the point of this thread, which is NIST's airy dismissal, and whether the rigorous debunkers here find that worthy of an investigation into events of such magnitude.
I direct readers to the highlighted paragraph at 18:20 of the video https://www.youtube.com/watch?v=PcbIAJKV3Mk
To quote:
Here NIST simply says they disagree with the arguments presented, without any technical explanation of why. Just that all their schematics are correct, ergo no errors were made?
Whatever you think of the relative merits of the girder issue raised, this smacks of arrogance & intellectual laziness. Essentially saying that they don't think they made any errors & therefore don't see a reason to debunk them. That's a pretty shameful attitude to an obviously reasoned argument made in good faith. If anyone did that here, they would rightly be derided.
I am unaware if Mr. Szamboti is the author of this specific objection. I am not versed in engineering and so do not understand the technicalities of this issue. I, therefore, will not attempt to explain the problem, which is stated as
'NIST's 16-Story ANSYS Model Ignored the Effect that Column 79's Side Plate Would Have Had in Preventing the Walk-Off of Girder A2001, Thus Violating the OMB Guidelines and NIST IQS"
That is not the point of this thread, which is NIST's airy dismissal, and whether the rigorous debunkers here find that worthy of an investigation into events of such magnitude.
I direct readers to the highlighted paragraph at 18:20 of the video https://www.youtube.com/watch?v=PcbIAJKV3Mk
To quote:
External Quote:A. Column 79 Side Plate (page 8)
Your letter asserts that "NIST's 16-Story ANSYS Model Ignored the Effect that Column 79's Side Plate Would Have Had in Preventing the Walk-Off of Girder A2001, Thus Violating the OMB Guidelines and NIST IQS" and requests the following corrections:
External Quote:
(1) Revise the NIST WTC 7 Report to Reflect that the Column 79 Side Plate Would Have Prevented Girder A2001 from Moving Westward Enough to Walk Off Its Support at Column 79
(2) Discard the Probable Collapse Sequence and Develop a New Probable Collapse Sequence that Is Physically Possible
Source: https://www.metabunk.org/attachments/nist-response-2020-001-pdf.43235/External Quote:
NIST disagrees that the 16-story ANSYS model ignored the effect that Column 79's side plate would have on the walk-off of Girder A2001. The full-scale model has detailed connection models that are consistent with the fabrication shop drawings, as shown in Figures 8-21 and 11-15 of the WTC 7 report. The Girder A2001 and Column 79 connection locates the bolts on a seated connection attached to the exterior edges of the Column 79 side plates, with the girder axis at a slight angle to Column 79.
The 16-story model was based on architectural and structural drawings of the original building and subsequent building alterations, as well as erection and shop fabrication drawings (NCSTAR 1A, page 36), to ensure that the information used to develop the model was accurate, reliable, and unbiased. The model development was further informed by preliminary analyses of structural behavior, with consideration of loads, thermal effects, contact between elements, and potential failure modes. The 16-story model development complies with the OMB Guidelines and NIST IQS. Therefore, your request for correction to revise the NIST WTC 7 report with regards to the Column 79 and Girder A2001 connection and to develop a new Probable Collapse Sequence for WTC 7 is denied.
Here NIST simply says they disagree with the arguments presented, without any technical explanation of why. Just that all their schematics are correct, ergo no errors were made?
Whatever you think of the relative merits of the girder issue raised, this smacks of arrogance & intellectual laziness. Essentially saying that they don't think they made any errors & therefore don't see a reason to debunk them. That's a pretty shameful attitude to an obviously reasoned argument made in good faith. If anyone did that here, they would rightly be derided.
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