twinstead
Penultimate Amazing
- Joined
- Apr 8, 2005
- Messages
- 12,374
there is no rotations, even with the frame shifting, same as with no sagging, bending, no compaction, no expansion, no anywhere in eithe wtc 1 or 2 or wtc7
If fire and impact were the true culprits, a series of joint and rigiity failure, piece by piece, section by section would fall, would fail...not all at once... anyone that's ever been involved in FEA and FEMA ..finite element analysis and failure mode effect analysis knows what the risk and potential for failure is and there is a rating scale up to ten.....
all building designs go through fea and fema and go through this every couple of years
Okay, then I'll ask you: Why do YOU think so many experts disagree with you?