God, I hope bofors is not employed in the construction industry.
He claims to be a member of AE911, the Richard Gage farce of a conspiracy theorist group among alleged building design profesionals:
It is not a scam. I had to send copies of my degrees to join.
However, if he is an engineer or architect, he certainly doesn't seem to bring much to the table in the area of techincal expertise:
In general, fire does cause steal to "fail". A steal wood burning stove does not "fail" buy using it anymore than a frying pan "fails" on a gas stove.
Same old conspiracy arguments we get from the ones who admit they have no expertise. And seriously,
steal? Did you rob a Wal-Mart? Yet, it's not an isolated typo, as you can see:
The point is that the structural framing steal never fails do to fire in a mannar that causes anything approaching global collapse of the structure.
Except for in all the cases that it has in the past, which is the reason we have codes that dictate how and where to use fire protection in steel buildings. I can't see how anyone who has spent more than 2 years in architecture school or even taken a structural engineerig class could say the above. No degree required.
Obviously these are not always equivalent, but in the case at bar the effectively are. I mean, steal-framed buildings can not globally collapsed under possible fire conditions and this is proved by the fact that they have not.
Not only is this patently false, but apparently, in Bofors' world, absense of evidence
is evidence of absense. Neat logic.
As far as the application of abestos and such, I think it primarily has to do with preventing trusses from sagging, the framing itself (I-beams, H beams and such) does not need it (or get it).
I'm not sure what his point is here. If the fire's heating the steel enough to cause it to sag, isn't that an issue for other steel members as well? I mean, since it's your theory that the steel quickly wicks away the heat to cooler portions of the structure, because it's such a good conductor.
Also, what the heck are
H-Beams? The term I-Beam is a common
(vernacular) term for a Wide Flange Steel Beam, which we usually refer to a a W-Section. Real I-Beams haven't been made for quite a while. People who aren't in the industry use that because they don't know any better. There's also a H-Section, but that's not a steel section you'd use for a beam. It's a column section, designed mainly for axial loading.