47

come from. They thought they seen debris coming down and said, "The Lieutenant's dead." My senior guy

regroups the company. He yells out, "Regroup." They're under light debris also.

Figure 110. This first responder indicates he thought it was not a "collapse" due to fire but a disintegration

of the building. (10/9/01) Source

http://graphics8.nytimes.com/packages/html/nyregion/20050812_WTC_GRAPHIC/met

37. How the use of DEW to destroy the WTC is proven:

Figure 111. From FEMA report: (Fig6-10.) Why is this beam shriveled up? This seems to be a common theme. 

http://www.fema.gov/pdf/library/fema403_ch6.pdf

Area 4: Teng & Associates, Inc.

R-Outside Experts for Baseline Structural

Performance, Impact Analysis, Structural Response to

Fire, Collapse ...

Area 1: Skidmore, Owings & Merrill LLP

R-Outside Experts for Baseline Structural Performance,

Impact Analysis, Structural Response to Fire, Collapse ...

Case 1:07-cv-03314-GBD Document 59-4 Filed 02/29/2008 Page 1 of 8
48

Figure 112. Hutchison-Effect beam

(?/?/?) Source: blog

38. How the use of DEW to destroy the WTC is proven:

Figure 113. Hutchison beam. (3" diameter?) Figure 114. WTC beams

(?/?/02) Source: DSCN0941_hires.jpg

Figure 115. WTC beams

(?/?/02) Source core1.jpg

Figure 116. WTC beams.

(?/?/02) Source core4.jpg

Case 1:07-cv-03314-GBD Document 59-4 Filed 02/29/2008 Page 2 of 8
49

The contractors conducting structural analysis know the above deformation cannot be the result of a collapse.

Figure 117. WTC beams

(?/?/02) Source: horseshoe_r1_c2_s_s.jpg

Figure 118. WTC beams

(?/?/02) Source

Figure 119. WTC beams

(?/?/02) Source

Figure 120. WTC beams

(?/?/02) Source

 On the floor is a, cluster of beams wrapped with spandrel plates. This looks more like a rolled-up carpet

than it does the vertical outer columns of the WTC (wheatchex).

If the WTC was destroyed by a gravity collapse, what would engineers expect to see?

Case 1:07-cv-03314-GBD Document 59-4 Filed 02/29/2008 Page 3 of 8
50

Figure 121. Figure 122. http://www.tms.org/pubs/journals/JOM/0112/Eagar/fig5.gif

Either the floors hold or they don't. If there is pancaking, there will not be column failure. If the floors

pancake down, the columns will no longer be carrying a significant load.

Figure 123.

http://www.efunda.com/formulae/solid_mechanics/columns/images/

CompressionMember_Intermediate.gif

Figure 124.

http://www.efunda.com/formulae/solid_mechanics/columns/

images/CompressionMember_Long.gif

Figure 125. http://em-ntserver.unl.edu/NEGAHBAN/Em325/21-

Buckling%20of%20columns/Buckling%20of%20columns.htm

Figure 126.

http://www.efunda.com/formulae/solid_mechanics/colum

ns/images/Column_SS.gif

Figure 127.

http://www.efunda.com/formulae/solid_mechanics/

columns/images/Column_SS_FBD.gif

If there is more force (overload and/or high temperature) than the column can carry, it will bow outward or

inward.

Force

Case 1:07-cv-03314-GBD Document 59-4 Filed 02/29/2008 Page 4 of 8
51

Figure 128. Bending about a horizontal axis (which would be

expected for a "collapse" from overload and/or weakening)

Figure 129.

http://www.zyvex.com/nanotech/images/mechan

o/fig9.jpg

Figure 130. The outer columns are subjected to a vertical axial load. If overloaded, bending in this

direction is likely.

Case 1:07-cv-03314-GBD Document 59-4 Filed 02/29/2008 Page 5 of 8
52

Figure 131. Bending about a vertical axis makes no sense. The building is not loaded in that

way.

Figure 132. The outer columns are subjected to essentially no loading in this direction.

Case 1:07-cv-03314-GBD Document 59-4 Filed 02/29/2008 Page 6 of 8
53

Figure 133. WTC beams. But, here is phenomenon that needs to be explained.

This is not consistent with a gravity collapse or conventional explosion.

(?/?/02) Source

Case 1:07-cv-03314-GBD Document 59-4 Filed 02/29/2008 Page 7 of 8
54

Figure 134. NISTNCSTAR1-3C Appxs.pdf, Attachment A, WJE No. 2003.0323.0, Page A-497,

Wiss, Janney, Elstner

Associates, Inc.

Document and Evaluate the Steel

Recovered from the WTC Towers

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