Shrinker
Graduate Poster
- Joined
- Oct 25, 2004
- Messages
- 1,459
...mostly about the concrete core because it was the most difficult aspect of the construction.
Evidently, since they seem to have left that part til last!
...mostly about the concrete core because it was the most difficult aspect of the construction.
The image of the core wall at base shows those very rigid coils near the center of the concrete core wall.
Elevator cable is not nearly that rigid. Think about it, The cable has to roll up on a reel.
High tensile bar when subected to extreme heat and pressure (always unequally) will coil up as one side gets longer than the other. Think of how a ribbon coils.
I ask you again, Christophera, what's the recipe for invisible concrete?
You didn't click through the images, eh?That link shows interior box columns and they are not seen very clearly. Also, it should be well known that the NY mayor took the WTC documents and courts will not make him return them. So whatever documentaion exists is being kept secret by authority.
In 1990 I saw the best documentation besides the construction plans. A very intimate video documentary produced by BBC called "The Construction Of the twin Towers". It was 2 hours in length and mostly about the concrete core because it was the most difficult aspect of the construction.
Thanks. I'm still not understanding, because 3" rebar on 4' centers isn't in layman's terms, but I'll reply anway. You're saying there were no heavy steel beams. I see an abundance of heavy steel in this photo, which appears to be at or near one of the cores.
http://www.truck2bcfd.com/WTC-9.jpg
I count 9 similar columns, clearly hollow, one of them still standing upright. By their orange colour I'd say they were steel. The ladder on one of the columns shows the scale. They look a lot like the columns shown in the construction photo, and seem to match the description of hollow steel columns which apparently appears in the official report. I don't see much concrete.
I'm expecting you will claim this photo supports your claims. Please explain carefully how these steel columns differ from those decribed in the reports. No jargon please, but links to engineering info on the web are okay. Write carefully - if you explain this clearly you might win me round.
Understood. Concrete would have made it stronger. But so would many other non-existant things.The columns with ends that are sheared square support my explanation of how they were sheared.
Post 653 explains why the concrete core is stronger than steel in this application. It actually prevents the steel from deforming so the steel can carry its capacity.
Okay absence of evidence isn't evidence of absence, right? The concrete could have fallen away. However, more importantly does this detail about the steel columns contradict the official version? You claimed ealier that it does. In what way?The concrete has all been fractured except for this image of the core wall at base which shows the same columns as your image link which shows interior box columns. The columns were tapered so at the base they were a bit wider than your link which you can see. Yes, they were all tubular. Down low they were hand fabricated, thicker as well, up near the top they were extruded. Those you link to are a bit thicker than the image I have.
I'm prepared to accept for the sake of argument that the spire is the steel core, althoug the photos are far from conclusive. However, there's nothing to say that the more solid areas are concrete. Officially the core contained drywall. How do you know that's not what the photo shows? Also, when these parts of the spire finally fell, did they fall from a height great enough to completely pulverize the concrete? Because if they didn't then there should be some photos of concrete blocks with core colums attached or embedded. You haven't got any by any chance have you? I know, absence of evidence again, but when the absences start to pile up....The concrete core is visible in a number of images, people just do not know what to look for. For instance the only thing this can be is concrete shear wall next to the spire which is shown again from another angel where box columns are silhouetted.
Look again. That column wasn't "sheared square." It's an end that's already been torch cut to make the columns a manageable size for moving them to the scrap yard. The striations from the cuts are plainly visible.The columns with ends that are sheared square support my explanation of how they were sheared.
Rebar is simply a steel rod used to reinforce concrete. However, having "3 inch rebar on 4 foot centers" is just silly. Rebar isn't 3" thick, it's much smaller in diameter. And it is typically installed on much less than 4' centers, 4' is way too much space to give the reinforced concrete much strength. Here is a picture of rebar being put down before the concrete is poured on a bridge. For a vertical structure it is much the same, only vertical obviously.Thanks. I'm still not understanding, because 3" rebar on 4' centers isn't in layman's terms, but I'll reply anway.
YEdit. btw, if it was a concrete core, where are the massive forms that would be required to pour such a core? Why is there no picture showing such a significant step in the construction process? What concrete company had the contract to provide the large amount of concrete to form such a core?
Agreed. It would take an amazing concrete supply to create a core for WTC, not to mention that the construction photos would contain identifiable indications that such a core was being poured.Its interesting, but right now in Philadelphia they are building the new Comcast skyscraper at 18th and Arch streets. That sucker is going to be the new tallest building in Philadelphia (beating out the Liberty Places). Even so, it will have a much smaller 'footprint' than either of the WTC towers.
THe point is: In light of 9-11, they are making it 'Airplane proof'. Not 'accidently hit by an airplane'-proof, but 'intentionally rammed by a high speed Jumbo jet'-proof...they hope.
In any case, this means that are putting a lot of concrete around the core. Boatloads of concrete. In fact, they require so much concrete that the concrete suppliers delivery resrouces are stretched thin. A line of cement trucks is waiting at the site almost the whole workday. Meanwhile, Water Department jobs can't get the concrete they need. A sewer replacement job a block away from my place is delayed due to the shortage (with the ground dug up) and a friend of mine who works for the PWD says projects are given concrete by triage as selected by the contractors.
Keep in mind, despite its future size, the Comcast building will be much smaller than the WTC towers. I cannot imagine what kind of drain on concrete suppliers a WTC concrete core would have, especially given the poorer distribution & logistics methods of the early 70's.
Rebar is simply a steel rod used to reinforce concrete. However, having "3 inch rebar on 4 foot centers" is just silly. Rebar isn't 3" thick, it's much smaller in diameter.
2 1/4" rebar is the biggest in the standards.
http://www.sizes.com/materls/rebar.htm
it looks like for vertical walls rebar spacing doesn't typically exceed 24" on center (don't really have a link for this.)
Excellent points, Kevin. I do wonder if we're just talking to the wall here. I'm not convinced that Christophera will even attempt to understand what we're saying.
The picture you reference in post 650 shows has no reinforcing bar visible that can be distinguished at that distance.
Just to followup on Kookbreaker and Apollyon, I did some very rough calculations on a concrete core.
I took the 17" that Christophera has mentioned, by a dimension of 90 ft square (360ft total) and a height of 900 ft (ok, probably short, but I'm too lazy to look up the real number, if Christophera is interested he can do the recalculation). In inches this gives me 793,152,000 cubic inches, which translates to 459,000 cubic feet or about 17,000 cubic yards of concrete.
I had trouble locating information, but what I could glean is that the average concrete truck can carry about 9 cubic yards of concrete, so they would need about 2,000 truckloads to do the "Core". Not to mention the infrastructure mentioned by Kook and Apollyon for hauling that mass of concrete up the tower.
Sorta think somebody would have noticed those bills and trucks and that the hundreds if not thousands of construction workers would have been modestly aware of what was going on...
Guess not, in Christophera's world. Chris, where did all that concrete come from?
2 1/4" rebar is the biggest in the standards.
http://www.sizes.com/materls/rebar.htm
it looks like for vertical walls rebar spacing doesn't typically exceed 24" on center (don't really have a link for this.)
Excellent points, Kevin. I do wonder if we're just talking to the wall here. I'm not convinced that Christophera will even attempt to understand what we're saying.
I didn't see spacings for 3 inch on that site. Very big and it was high tensile steel, very custom concrete. If it is not (note curvature of ALL the pieces) 3" REBAR ON 4' CENTERS what is it?