Correct
Incorrect
Neither the Technical Briefing slide show or the Final draft say the beams sagged.
They site axial expansion as the cause of the failure of the girder.
"Continued axial expansion of the girder caused it to bear against the face of column 79, generating large axial forces that led to failure of the bolts connecting the girder to Column 44. When the girder temperature had reached 398 °C, all four erection bolts at column 44 had failed, leaving the girder essentially unrestrained against rotation at both ends. After failure of the erection bolts in the seat at Column 44, continued axial expansion of the floor beams pushed the girder laterally, where it came to bear against the inside of the column flange. Axial compression then increased in the floor beams, and at a beam temperature of 436 °C, the northmost beam began to buckle laterally. Buckling of other floor beams followed as shown in Figure 8–27 (a), leading to collapse of the floor system, and rocking of the girder off its seat at Column 79 as shown in Figure 8–27 (b)." [to the east]
On page 33 of the Technical Briefing it states that "Forces from thermal expansion failed the connection at Column 79, then pushed the girder off the seat" [to the west]
Have you informed NIST of your technical criticisms of the final report on WTC 7? Why not?