However, you know full well that the effects would not be uniformly distributed throughout the structure at any one particular moment in time. Not every structural member is expanding or contracting at the same time or rate at any one given period of time. That is what makes your answer invalid.
WTC 5 would tell you otherwise:
Link 1
Link 2
that your statement is a complete falsehood. However it doesn't require heat to fail a connection, if the connection isn't designed for the type of load it receives, it's at risk of failure.
No it is not... keep your paranoia to yourself please... the level to which you take it is... concerning, to put it lightly...
This is in principal true, however you treat the building as if the structural frame is the same throughout the building, or your model reads too simply. Either revise your model or clarify it, regardless you've demonstrated that your understanding of the construction is limited, too much so for the audience you're writing to.
Connections are the limiting factors in the design allowables. If that's all your contention is based on, I'm afraid you've simply confirmed that failures in these components can, and do occur, and nothing more.
This is very concerning coming from an engineer, and a spectacular display of paranoia. An invention of NIST? You never looked up the Ronin Point plaza or the Murrah Building have you? *Face palm*
Link 1 shows an intact small column with a cut off beam. Connection looks OK. Doesn't look like primary/secondary structure though. Link 2 - two good bolted connections and one apparently ripped apart. Don't prove anything.
My model is not the same everywhere - but the static stresses are uniform. Guess why!
Looking at the WTC7 rubble you find big chunks of structure where the column is chopped off above below a solid connection and where also all four beams/girders attached to the column are chopped off away from the connection. So there are six complete fractures of this junk piece - and the joint is intact. Gravity loads cannot produce such failures!
According NIST its FEA software can not only do structural analysis but it can in addition calculate how all six fractures developed in columns/beams and how this, now loose, piece of junk displaced from where it was initially located in the structure until it was resting on ground. Software keeps track of every piece and plot/image of destruction can be stopped at any time ... and a picture be printed (included in the report). Pictures do not even look real. Hollywood stuff.
Asking for details of this magic software, NIST refuses to reply. Top secret software? No - it does not exist. I know most FEA software and many suppliers. Nobody has ever heard of the NIST software.
Sorry GB, you are fooled by NIST. BTW - me display paranoia? I am just pointing out a serious error in the NIST WTC7 report.