LightningTeg
Scholar
- Joined
- Jan 25, 2011
- Messages
- 101
With all of this conclusive evidence against NIST that is apparently obvious you would think some of these guys would submit their information for serious review...
What part of "and additional gravity loads redistributed from the core" (from the section you quoted) did you not get? The "trusses" were being "squeezed".
Edited by Tricky:Edited for response to moderated post.
Takes what into account? Load paths, buckling, elastic or inelastic hinges? The NIST report you quoted explains all this in excruciating detail.
Are you just un-happy that they did not explain it in layman's terms?
That was not my intention. I simply pointed to the part of your quote that you need to consider.You don't know how you were patronizing?
No I don't. The detail in the report I read was much more then what you are describing here.Do you consider one mention of "additional gravity loads (on the hat truss) redistributed from the core" to be excruciating detail?
This is all about truss loads. It seems that you think the "9' sag" is only due to fire and load on the floor system itself (this is why I mentioned the redistribution of load). The wall buckling was not caused by the trusses alone (NIST states this in the section you quoted). Your argument is only based on half the equation.Either way, the paper takes this into account. The dotted line vs. the solid line.
[qimg]http://img28.imageshack.us/img28/5333/deflection2.png[/qimg]
"Two types of loading, a design load at fire limit state and an arbitrarily assumed load for the real situation, were considered. The loading at the fire limit state was calculated using office floor loading, factored according to BS5950t8 (BSI 1990) and BS6399: Pt1 (BSI 1996), of 4.8kN/m2. The arbitrarily assumed load, a combination of the full dead load and one third of the superimposed live load, was 3.9kN/m2. All transverse loading was applied at the connections of the top chord and bracing members." - Burgess and Plank
The dotted line includes 1/3 superimposed live load - this is the redistribution.This is all about truss loads. It seems that you think the "9' sag" is only due to fire and load on the floor system itself (this is why I mentioned the redistribution of load). The wall buckling was not caused by the trusses alone (NIST states this in the section you quoted). Your argument is only based on half the equation.
There's got to be a logical reason for the extra 5-6 ft of sag. So I'm guessing that at least one truss must of detached from the core because of angle clip failure. What this means in terms of initiation I don't know yet (I'll try to find out more later tonight).Let's cut to the chase. What's your point with all of this?
The dotted line includes 1/3 superimposed live load - this is the redistribution.
There's got to be a logical reason for the extra 5-6 ft of sag. So I'm guessing that at least one truss must of detached from the core because of angle clip failure. What this means in terms of initiation I don't know yet (I'll try to find out more later tonight).
For me, a part of finding out whether 9/11 was an inside job is finding out the possible causes for collapse and I'm slowly working my way through the initiation features for wtc1 (I'm trying to be detailed). I'm no scientist so a lot of the details are foreign to me at first.
But I guess I can bring this discussion to another thread.
Yes....After the diagonal braces buckle both the top and bottom cord go into tension.....
...plus what gives first in the race between adjacent floor joists and the failing columns.... Sag at that point is only limited by how long the truss connection can hold up.
Truss Failure
The danger of these systems is that they can be weakened by fire and heat. These trusses
are lightweight and made from thin steel, so they have very little inherent fire resistance.
All parts and connections of a truss are vital to the stability of the truss system. The
failure of any one element can lead to failure of the entire truss. The failure of a single
truss transfers additional load to the surrounding trusses, which results in the multiple
truss failures.
Findings reported by the National Engineered Lightweight Construction Fire Research
Project showed that unprotected steel open-web bar joists reached 1,200 F in 6 to 8
minutes.
When steel absorbs heat at a rapid rate, it begins to expand, twist and bend.
Examples of steel truss failures:
Cold drawn steel cables can totally fail at 800 F
At temperatures above 1,000 F the expanding steel in bar joist trusses can
exert lateral thrust forces on surrounding masonry walls sufficient to cause
their collapse.
Expansion within metal trusses may also cause the bottom chord of buckle
and fail, resulting in downward thrust and collapse of the roof or floor.
... you don't land in that big of a bank angle on a calm day like 911. ... The video reveals no math was used to do the transformation made up in the video. No math means the video is nonsense. Pure garbage with lies added, implying who knows what? What was the point?
The analysis of the videos resulted in the following data:
![]()
The math is explained here:
http://www.cesura17.net/~will/Ephemera/Sept11/Balsamo/balsamo2.html#players
during the last 9 seconds that airplane flew
xy distance = 2420.57m
z descent = 220.92 m
-> acceleretion = 59.76 m/s²
-> acceleration/9.81m/s²+1g = 7.09g vertical
Meanwhile the airplane not just leveled but turned as well.
Who needs review when you have youtube? That's where the real science is done these days.With all of this conclusive evidence against NIST that is apparently obvious you would think some of these guys would submit their information for serious review...
7.09g, did you get help from Balsamo? Something is wrong with your numbers. You are 63 percent the math expert Balsamo is; bravo....
during the last 9 seconds that airplane flew
xy distance = 2420.57m
z descent = 220.92 m
-> acceleretion = 59.76 m/s²
-> acceleration/9.81m/s²+1g = 7.09g vertical
Meanwhile the airplane not just leveled but turned as well.
Lol 7gs. Every one would black out without G suits.
What does this have to do with an inside job?
Lens data, and you laugh about it.Lol, lens data. I love the Lol argument. What does the g load have to do with an inside job? Nothing. How does the g load argument rebut any of my points? It doesn't.
What is the purpose of your lies in your video? Why do you lie in your videos? No sleep?Ah, yes, you are right about the g load. I shouldn't do that without sleep.
Dumb statements like this expose your lack of knowlege and shallow research, and are irresponsible.achimspok said:therefore, the Rades-Data-Plane should have reached the 81st floor of the South Tower is about 14 seconds, ...
We? have an erratic g profile, flown by a pilot, on his first and last flight in 767. We, have you proving (providing evidence) a terrorist flew 175.So we have average 1.45g during the last 12 sec.
It is the best you got, and if it is "relatively" close, it proves no remote control, and how erratic the "expert" pilot was. Are you the one saying how everyone called the pilots experts, or is that someone else?flawed data? No. It's the best you can get by carefully analyzing all the available videos.
7gs comes to mind. How will you prove 175 was level at impact?Of course, the -12sec are covered by just 2 videos. The more perspectives available the better the data. Why do you conclude the data are wrong?
You mean vertical velocity?I guess you are concerned about the change of speed between seconds -8 and -7.
The more I see your data, your work, it reveals it was easier to hit the WTC than I thought it was. Was that your goal?Well, that's where the Brooklyn Bridge shot comes into play. That shot suggests a VERY high velocity. I Nevertheless decided to not stretch the -12 seconds start in the distance but left it in the closest and lowest position. In other words, the plane might be
higher and further away. It would smooth the curves a little bit.
flawed data? No. It's the best you can get by carefully analyzing all the available videos.
Given that the 'data' shows a ~100mph increase in speed from -8 to -7 seconds, we can reasonably assume the data is flawed. Saying it's 'the best you can get' does not excuse it from being poop.
The analysis of the videos resulted in the following data:
[qimg]http://img231.imageshack.us/img231/8704/img00063.png[/qimg]
The math is explained here:
http://www.cesura17.net/~will/Ephemera/Sept11/Balsamo/balsamo2.html#players
during the last 9 seconds that airplane flew
xy distance = 2420.57m
z descent = 220.92 m
-> acceleretion = 59.76 m/s²
-> acceleration/9.81m/s²+1g = 7.09g vertical
Meanwhile the airplane not just leveled but turned as well.
Exactly. The lens data won't help you anyhow. We neither look through a fisheye nor any focal length that affect the material in any significant way referred to any line of sight.Lens data, and you laugh about it.
There is no lie. Are you trying to make a point about the failed FOIA information? Crazy stuff, right?What is the purpose of your lies in your video? Why do you lie in your videos? No sleep?
Nonsense. The major purpose of that video was to prove that all flightpathes in the entire footage shows one and the same path (no planer claim). A side effect was that the impact velocity obviously wasn't the top speed. The speed is close to 600mph. You saw fighter jets escaping thunder clouds at 600mph? WOW! Since the arabs had no Wescam and allegedly flew by sight you have to deal with "normal view" (approx. comparable to a 50mm focal length). That means a 200ft wide target looks pretty small from a "10 seconds distance". The necessary radius for any correction increases with the speed. The flight path itself proves that the alleged beginner didn't "aim" at the buildings but smoothly waited for the right moment to reach an almost perpendicular impact.http://www.youtube.com/watch?v=ClDtwOR-3wQ
The problem of presision? Speed? Your work proves the plane was hand flown - 19 terrorists did 911, you work was a waste, we knew this over 9 years ago. This video shows how long the pilot had to line up, no fancy flying.
http://www.youtube.com/watch?v=fz5LuUpcCwU&feature=player_embedded
Pure nonsense is still posted in this video. Again, ... stupid statements and false statements ... lack of knowlege and shallow research... have an erratic g profile, ...
... Are you the one saying how everyone called the pilots experts, or is that someone else? ... If you understood how small an envelope good flying is, you could start to understand why your data exposes a pilot on his first and last flight in a 767.
Flawed data? You might have the last point correct.
7gs comes to mind. How will you prove 175 was level at impact?
Do you understand the attitude, where the nose points of the plane is not where it is going?
Lol 7gs. Every one would black out without G suits.
What does this have to do with an inside job?