Or maybe, just maybe, it's you who are wrong and it's you who are the incompetent engineer.
Just saying.
You will get the reward of knowing that you contributed toward getting a real investigation into the collapse of wtc7.
And maybe not, just saying.
You seem to have two objectives confused - a situation which I have met many times in 9/11 discussion....The aim of these videos is to expose NISTs story as woeful, and that isn't difficult to do. Do disprove NISTs conclusions about the initiating event is to illustrate the need for a real investigation that takes into account all the possibilities. The question of the alternative cause is one that a real investigation would hopefully shed some light on. And just out of interest, how far do you think the girder would have to move in either direction to fail?
You also seem to have your approach to solving the problem backwards - again a situation which I have met many times in 9/11 discussion.What structural members were cut to create the collapse mechanism?
What was used to cut those members?
When was that cutting material put in place?
How was that activity done under secrecy?
Why was there no evidence at the time of the collapse?
Why was there no evidence after the collapse?
And this is your professional opinion? How does this effect the totality of the report? Are you sure they "got it wrong"? Have you ever heard of "as built"?They misrepresented the elements that make up the connection at column 79. At best thats incompetent.
There's already been one. Why should I distrust the most distinguished engineers in the US and instead trust you, a nobody on the internet? No, that's not going to happen. If you fork over the cash, I'll take your case to NIST. If you don't, feel free to wallow in obscurity.
And this is your professional opinion? How does this effect the totality of the report? Are you sure they "got it wrong"? Have you ever heard of "as built"?
Seems like a laymen is afraid to confront the professional (you won't contact NIST). Why?
If these are the best engineers you have, then how could they miss so much detail on this connection? Or maybe they thought the other elements were just not that important so could be left out. Or maybe, just maybe it didn't suit the conclusion that they had already came to before citing the cause.
As for the money thing, sure, post your paypal details and i will sub you a few dollars to greyhound your way oer to NIST with my youtube videos, great idea.
Your logic is arse about. And you are emotively mixing up two objectives.They misrepresented the elements that make up the connection at column 79...
So what?... At best thats incompetent.
gerrycan:
This is really, really easy. Why don't to contact the people you caim are wrong (NIST) and explain to them where they made their mistake (or accuse them of being incompetent).
Yes. You are saying they got it wrong. What's the problem? Are you not sure of yourself?So you are saying that a 'layman' should contact the people who have been described on this very page as being the best in the US, to point out their mistakes? aye ok.
Which of these elements do you think would have not been present in the 'as built' drawings, and why?
Your logic is arse about. And you are emotively mixing up two objectives.
Try separating your claims:
The First Claim is that something is factually wrong about the description. That leads to reasoning of whether it matters and what differences it makes - all factual technical issues.
The Second Claim is that NIST misrepresented. That is a complaint about NIST professional standards independent of the technical topic.
So which one are you trying to pursue here? Are you trying to discuss why the WTC7 fell down OR are you attacking the professional standards of NIST?
So what?
OK, no problem, i just thought that you guys were interested in this sort of stuff, and that you had a forum set up here to debate it on. I can see why you dont want to on this occasion.
This makes no sense. I want you to contact them with your problem. Why do you think discussing it here is the best course of action? Isn't your problem with NIST?OK, no problem, i just thought that you guys were interested in this sort of stuff, and that you had a forum set up here to debate it on. I can see why you dont want to on this occasion.
So you are saying that a 'layman' should contact the people who have been described on this very page as being the best in the US, to point out their mistakes? aye ok.
Read the thread - the question of differing details between progressive versions of plans and the actual "Work As Built" has been extensively discussed.If these are the best engineers you have, then how could they miss so much detail on this connection? ...
Your statement is ambiguous. Leave the details out of the plans OR leave the actual bits out of the structure? If you clarify your thinking you may answer your intended question for yourself....Or maybe they thought the other elements were just not that important so could be left out...
Change of topic. Now you allege professional malfeasance?...Or maybe, just maybe it didn't suit the conclusion that they had already came to before citing the cause...
Yes. You are saying they got it wrong. What's the problem? Are you not sure of yourself?
Yeah youre quite right, but have you ever tried to phone these guys? We have, many times. Im just making a point in a youtube video, if all you can do is to refer me to NIST rather than dispute the points that are made, then im fine with that.