Now I don't know much about the construction of skyscrapers. In my main
business  we confine ourselves to designing houses and nothing taller. The
only really crucial thing to know is the necessary thickness of
load-bearing joists across spans of various widths. But what goes almost
without saying is that joists have to be set into strong load-bearing walls.


Examination question:
Will there be an enquiry into the design of the two Towers? In particular,
why were the walls and corners constructed out of thin plate steel and thin
box girders so that each floor couldn't support the collapsed weight of the
ones above.


P.S. On the BBC Web page a (apparently fully qualified, fully legal!)
British architect has been opining that the Towers collapsed because they
were too large and thus the gravitational energy was overwhelmingly massive
once consecutive floor collapses started. This is nonsense. I've seen
stress calculations showing that, theoretically, skyscrapers could be built
(using existing materials) up to two miles high without any compressive
collapse due to gravity. No, I think that the World Trade Center Towers
were incredibly badly designed and (probably) shoddily built with bad
welding, etc. I wonder how many other modern skyscrapers in New York,
London, etc are designed in similar ways and I wonder how many of them will
continue to be occupied in the coming weeks once investigators start asking
questions such as the one I've proposed above.

And another thing while I am at it. In very tall buildings where it takes
occupants well over an hour to walk down the stairs in emergencies (as
occurred in the Towers), there needs to be another mode of exit. An
inertial variant of fireman's pole (on a ratchet or absailing principle)
could easily be designed for escape within a few minutes on any floor
(*and* without people trampling over one another, *and* which blind and
handicapped people could also safely use). 

Keith Hudson
___________________________________________________________________

Keith Hudson, General Editor, Calus <http://www.calus.org>
6 Upper Camden Place, Bath BA1 5HX, England
Tel: +44 1225 312622;  Fax: +44 1225 447727; 
mailto:[EMAIL PROTECTED]
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