Christophera
Evidence & Reason Rule
- Thread starter
- #3,361
where's the rebar?!!![]()
Heres the concrete at the core wall at its base after being exposed and the rebar is sticking out the top all coiled up from being EXTREMELY stressed.
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where's the rebar?!!![]()
where's the rebar?!!![]()
Heres the concrete at the core wall at its base after being exposed and the rebar is sticking out the top all coiled up from being EXTREMELY stressed.
why are we giving this freakshow so much attention?
its interesting to see how when faced with so many facts that the delusions get deeper and deeper.
why are we giving this freakshow so much attention?
its interesting to see how when faced with so many facts that the delusions get deeper and deeper.
I suppose we can look at him the way a psychiatrist looks at a mental patient. Let's observe how the subject responds when his delusional view of reality is severely threatened.
dont forget that 12 feet thick walls are supposed to fit in between those columns.Answer this question Chris. The following photo shows what you believe to have been the structure of the towers correct? Your concrete core sandwiched between the two outer column rows. The column on the right of the gray block (represents your core) is OUTSIDE the core. The column to the left of the gray block is INSIDE your core. Isn't that correct? I have just proven that there WERE columns within the core.
![]()
where's the rebar?!!![]()
Heres the concrete at the core wall at its base after being exposed and the rebar is sticking out the top all coiled up from being EXTREMELY stressed.
dont forget that 12 feet thick walls are supposed to fit in between those columns.The column on the right of the gray block (represents your core) is OUTSIDE the core. The column to the left of the gray block is INSIDE your core. Isn't that correct? I have just proven that there WERE columns within the core.
![]()
dont forget that 12 feet thick walls are supposed to fit in between those columns.Answer this question Chris. The following photo shows what you believe to have been the structure of the towers correct? Your concrete core sandwiched between the two outer column rows. The column on the right of the gray block (represents your core) is OUTSIDE the core. The column to the left of the gray block is INSIDE your core. Isn't that correct? I have just proven that there WERE columns within the core.
![]()
Correct, and here it is for the second time. The elevator guide rail in the left of gumjogs image is seen on the other side of the stairway on the right side in this image.
WTC 1 north wall concrete core wall at its base
You or gumjob never have explained why the supposed steel core columns are never seen in the core area on 9-11.
By the way. Where are those "butt plates" in these photos?
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By the way. Where are those "butt plates" in these photos?
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You are so ignorant of construction techniques as to assume the weakest, most expensive joint besides a deep fillet weld is used at each joint.
Butt plates are only used when re alignment of the elevator guide rail support steel is needed, most likely near the center of core when reference to plumb has degraded from measurement from interior box columns.
Left and right of the center crane are butt plates. The holes can be elongated with a torch to shift the support section or shimmed to tilt it for alignment.
![]()
By the way. Where are those "butt plates" in these photos?
![]()
![]()
You are so ignorant of construction techniques as to assume the weakest, most expensive joint besides a deep fillet weld is used at each joint.
Butt plates are only used when re alignment of the elevator guide rail support steel is needed, most likely near the center of core when reference to plumb has degraded from measurement from interior box columns.
Left and right of the center crane are butt plates. The holes can be elongated with a torch to shift the support section or shimmed to tilt it for alignment.
![]()
Really asshole?
I've have more construction experience than you'll EVER have.
Explain why they used a "butt plate" on the EXTERIOR CORE COLUMN that I circled in red on the left in the photo below? The core column that you have said that need a 100% deep fillet weld all around in order to be used as CORE COLUMNS.
You are such a dipshit.
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Go on. Explain that one away. Those aren't "butt plates" moron.
He has 25' in his drawing yet scales 31' in his "carefully scaled" (his words, not mine) photo? Why the 6' per side difference? That's 12' he is off?
You know what his answer to this was? The core walls tapered inward 6' from the lobby to the mezzanine. Do your see a 6' inward taper in the red circle in this next photo? I don't.
![]()
anyone found pictures of the rebar cages....how about pictures of the formwork during the pouring of the concrete core....
anyone found pictures of the rebar cages....how about pictures of the formwork during the pouring of the concrete core....