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Originally posted by psikeyhackr
Were any of those photos well lighted and close up like that one we see of the truss and perimeter panels that we see ALL OF THE DAMN TIME?
NO!
psik
Originally posted by Varemia
Originally posted by psikeyhackr
Were any of those photos well lighted and close up like that one we see of the truss and perimeter panels that we see ALL OF THE DAMN TIME?
NO!
psik
Are you seriously making specific demands on pictures from the past? We can't make new pictures. All that can be done is to find the ones that already exist. Did you watch the 18 minute movie on how the towers were built? It has a number of scenes where it shows them working on the core. That's honestly the best I can give you, man, and I'm under no obligation to do any of this.edit on 11-11-2011 by Varemia because: fixed the quoteedit on 11-11-2011 by Varemia because: fixed the quote content
Originally posted by psikeyhackr
I think you are doing a great job of demonstrating that close ups of horizontal to vertical joints in the core cannot be found and yet that same old same old picture of floor pans on trusses connecting to perimeter columns is supposed to convince everybody that collapse was possible.
psik
Light gauge steel trusses offer the following advantages:
High strength-to-weight ratio.
What is the definition of strength-to-weight ratio?
The relationship between a material's strength and its weight. Materials that are light but also very strong have a high strength-to-weight ratio.
Originally posted by Varemia
reply to post by psikeyhackr
Well, here. I managed to find two more relevant photos from a press site:
Not sure what else I can do. Apparently you don't even want to try to use the photos.
Did you watch the video about the construction? You didn't answer me. Here's the link again in case you don't want to look:
www.pbs.org...
Originally posted by Varemia
reply to post by psikeyhackr
Well then why don't you look for them, you condescending jerk!
Every photo I've been working to find for you has images of the core, yet you act like I've done nothing. I mean, at least act thankful that I've done anything at all for you.
Now, you still didn't answer me. Did you watch the video about the construction?
Originally posted by -PLB-
reply to post by ANOK
And the nonsense claim of you and other truthers is that these truss connections that are designed to hold a single floor were capable of holding 12 floors + columns + mast etc.
And that is ignoring the dynamic load. I know, this reply will go ignored. After all ignoring, is easier than making up all kind of nonsense in order to make the facts fit in those twisted conspiracy theories. Yes, the floors were super duper strong, only silent explosives can destroy them.
Newton's laws of motion
Main article: Newton's laws of motion
The most important natural laws for structural engineering are Newton's Laws of Motion
Newton's first law states that every body perseveres in its state of being at rest or of moving uniformly straight forward, except insofar as it is compelled to change its state by force impressed.
Newton's second law states that the rate of change of momentum of a body is proportional to the resultant force acting on the body and is in the same direction. Mathematically, F=ma (force = mass x acceleration).
Newton's third law states that all forces occur in pairs, and these two forces are equal in magnitude and opposite in direction.
With these laws it is possible to understand the forces on a structure and how that structure will resist them. The Third Law requires that for a structure to be stable all the internal and external forces must be in equilibrium. This means that the sum of all internal and external forces on a free-body diagram must be zero:
\sum \vec F = 0 : the vectorial sum of the forces acting on the body equals zero. This translates to
Σ H = 0: the sum of the horizontal components of the forces equals zero;
Σ V = 0: the sum of the vertical components of forces equals zero;
\sum \vec M = 0 : the sum of the moments (about an arbitrary point) of all forces equals zero.
Originally posted by Varemia
reply to post by psikeyhackr
Did. you. watch. the. video. about. the. construction?
Stop repeating your crap and answer my damn question.
Originally posted by ANOK
reply to post by waypastvne
Well without that information you have no grounds to make the claims you do.
For example, please tell me what pressure the truss connections were able to withstand before failure?
Originally posted by ANOK
Who claims that? I don't.
You are the one claiming the floors were so strong they could all stay intact while the connections failed. You also want to claim the trusses provided the support for the core so it wouldn't fall over. Make your mind up.
blablabla
Originally posted by waypastvne
Originally posted by Varemia
reply to post by psikeyhackr
Did. you. watch. the. video. about. the. construction?
Stop repeating your crap and answer my damn question.
Do yourself a favour, copy paste this into a Google search:
psikeyhackr concrete steel distribution level
You will see page after page after page after page of psik asking the same question over and over.
There is no answer to his question that will satisfy him. He will wonder the internet for the rest of eternity seeking the distribution of concrete and steel on every level, It is his destiny, Nothing will stand in his way.
Originally posted by ANOK
reply to post by GenRadek
We've been over this before, your silly comparison between trusses and I-Beams is meaningless. When a building is designed the floors have to be able to hold a certain amount of pressure, calculated from the estimated weight of people furniture etc., Fos. Regardless of what was used to hold up the floors, they would have been designed to hold the same amount of pressure. You are trying to make a comparison that makes no sense.
Originally posted by GenRadek
Oh I am still waiting for you to provide evidence of floors being ejected outside the footprint.