One of the reasons why I raely post to this thread anymore. Abuse of dead critters. :lol:
Will you address the fraud in the final report?
[FONT="]There are numerous problems with the collapse of the girder between columns 79 and 44 on floor 13.[/FONT]
[FONT="]1)[/FONT][FONT="] The girder collapses twice.[/FONT]
[FONT="]2) [/FONT][FONT="] NIST deleted key words from a paragraph in the NIST L report in order to claim the absence of shear studs on the girder between columns 79 and 44. [/FONT]
[FONT="]3)[/FONT][FONT="] NIST brought the temperatures of the beams and girder up to 600[/FONT]
[FONT="]°[/FONT][FONT="]C and 500[/FONT]
[FONT="]°[/FONT][FONT="]C respectively, over their entire length in less than 2 seconds.[/FONT]
[FONT="]4) [/FONT][FONT="]NIST did not include the expansion of the floor slab in their calculations for the computer model that showed the shear studs on the beams failing. Concrete expands at 85% the rate of steel.[/FONT]
[FONT="]* * * * *[/FONT]
[FONT="]1) [/FONT][FONT="]1-9 Vol.2 pg 487 [/FONT][FONT="][149][/FONT]
[FONT="]
Walk-off failure of beams and girders was defined to occur when (1) the end of the beam or girder moved along the axis of the beam until it was no longer supported by the bearing seat, or (2)
the beam or girder was pushed laterally until its web was no longer supported by the bearing seat. [/FONT]
[FONT="][see pg 33 Tech Brief] [/FONT][FONT="]http://wtc.nist.gov/media/WTC7_Technical_Briefing_082608.pdf[/FONT]
[FONT="]1-9 Vol.2 pg 525[/FONT][FONT="] [187][/FONT]
[FONT="]A girder was considered to have lost vertical support when its web was no longer supported by the bearing seat. The bearing seat at Column 79 was 11 in. wide. Thus, when the girder end at Column 79 had been pushed laterally at least 5.5 in.[/FONT][FONT="] [to the west][/FONT][FONT="], it was no longer supported by the bearing seat.[/FONT]
[FONT="]http://nasathermalimages.s3.amazonaws.com/public/images/NIST_NCSTAR_1-9_vol2_for_public_comment_unlocked.pdf[/FONT]
[FONT="] 1-9 Vol.1 pg 353 [/FONT][FONT="][397 on pg counter][/FONT]
[FONT="]“Axial compression then increased in the floor beams, and at a beam temperature of 436°C, shown in Figure 8-27 (a), leading to the collapse of the floor system, and
rocking the girder off its seat at Column 79 as shown in Figure 8-27 (b)"
[to the east][/FONT]
[FONT="]http://nasathermalimages.s3.amazonaws.com/public/images/NIST_NCSTAR_1-9_Vol1_for_public_comment_unlocked.pdf[/FONT]
Edited by chillzero:
Uncited Source = http://www.opednews.com/maxwrite/diarypage.php?did=10699
[FONT="]
[FONT="]* * * * *[/FONT]
2) In their June 2004 report, NIST referred to the use of shear studs in World Trade Center 7. Shear studs are used to keep steel floor beams and girders in place; they impart stability and strength to buildings. But in their August 2008 final report, NIST re-worded their comments on shear studs to make it appear that none were used on the floor girders.
Trimmed for Rule 4.
* * * * *
[FONT="]3)NCSTAR 1-9 Vol.1 Pg 351[/FONT]
[FONT="]To avoid dynamic effects, the gravity loading was ramped up smoothly over a period of 1 s, as shown in Figure 8–24.
Ramping of the temperatures for the beams and the girder then commenced at 1.1 s, as shown in Figure 8–25, leveling off at temperatures of 600 °C for the beams and 500 °C for the girder at
2.6 s. These temperature histories were prescribed uniformly for all nodes of the beams and the girder, respectively. The material model for the steel beams and girders incorporated temperature dependence in the stress-strain behavior and accounted for thermal expansion. [/FONT]
[FONT="]4) [/FONT][FONT="] No thermal expansion or material degradation was considered for the concrete slab.[/FONT]