Eots, you stupid git...
You fail at comprehension. It was the way the design REACTED to the fire. It was the way the STEEL reacted to the fire. There was no "design flaw". As has been stated to you time and time again, structural engineers never designed a steel structure to compensate for thermal expansion due to an office fire.
I posted links that directly refuted this claim of yours and you just ignored it as usual.
yes they do ..and they calculate it o being too minimal for concern
lol...so steel structures everywhere are in danger of falling in fire because engineers are blind to the new discovery of thermal expansion...lol
No they don't asswipe. I proivided this link to you before and you ignored it becuase it made you look like an asshole (not that hard actually).
http://www.nrc-cnrc.gc.ca/obj/irc/doc/pubs/nrcc50830/nrcc50830.pdf
Here are a couple of quotes from the pdf linked above.
Thermal expansion is not a new term in structural engineering, as it has been considered in the design of bridge structures for many years at ambient temperature. However, such consideration has not been extended to the design of building structures exposed to fire.
This result reveals the fact that currently, there is a clear lack of knowledge and design methodology relating to the effects of thermal expansion on performance of structures in fire.
See that first quote? This addresses your sun versus office fire horseshit. They design for thermal expansion due to ambient temperatures, but not office fires.
So once again, you've been proven to have a complete lack of knowledge in this field, yet you continue to argue while providing no links or evidence to support your claim.
I'll ask again. Please provide the link or source you are using to to make the claim that structural engineers design for thermal expansion due to fires. I have just provided you with a source that debunks your asinine claim and further proves that you are just guessing.