BasqueArch
Graduate Poster
- Joined
- Jan 11, 2009
- Messages
- 1,871
Why do all parties - truther or debunker - discuss perimeter column "pull-in" as if it resulted from a single cause?
We see it in these recent posts doing the geometry for core collapse. Same thing for the alternate and NIST preferred view of floor joist sagging.
In either case those pushing that explanation consider only the single factor. Why the simplistic approach?
The perimeter bits which bow inwards are columns intended to be axially loaded AND carrying quite large loads.
If an axially loaded column is pulled out of line its load carrying capacity is drastically reduced.
So why not recognise two factors - floor sag OR core movement which causes the initial bend of the column THEN axial overload takes over and causes that inwards bend to continue to the full (whatever) 55"?
...so add "(non)axial force overload" into the considerations and I will leave the "core led" v"floor catenary sag led" sides of the discussion to decide which was the initiating factor.
WTC1
According to NIST no columns were severed on the south truss support side, so no pull-in forces from suspended columns there. South perimeter columns still bowed. Cause of bowing: tensile pull-in truss sag.
WTC2
According to NIST 4 of the 8 southernmost columns were severed on the east truss support side, so pull-in forces from suspended columns there would be expected. Cause of east perimeter bowing: tensile pull-in from suspended columns and tensile pull-in truss sag. Northeastern perimeter columns bowed, even though its supporting complementary 4 intact core columns remained undamaged by the impact.
Conclusions: Pull-in forces from the sagging trusses were alone sufficient in WTC1 and contributed in WTC2, to bow the perimeter columns.
Severed suspended perimeter-side core columns were not necessary to bow the perimeter columns.
