Here is the only post you'll ever need to read on the subject:
http://www.internationalskeptics.com/forums/showthread.php?p=6993609#post6993609
Short version:
- In 1964, a calculation inituated by the Port Authority of NY and NJ and signed of by a structural engineering firm concluded that the lateral force (shear stress) that the towers would be subjected to if a fully laden 707 crashed at 600 mph would not exceed the safety margin for the maximum lateral force from wind that the towers were designed for. This calculation did in no way take into account the structural damage at the impact floor or the fire situation. The question was merely: Would the tower be pushed over, i.e. break near its foot? And it would not (and it didn't).
- Another crude calculation considered the structural damage from cutting perimeter columns along the wingspan of a 707 - with no accounting for more damage to floors and core, and no consideration of fires. Again, it was found that the loads would redistribute to other columns and the towers would remain standing after a 707 cut perimter columns (and they did).
- But it is an urban myth that the towers were indeed designed to withstand the entire effects of a plane crash - an impossible task given the low computational powers in the early 60s. Remember, buildings were drawn with pencils on paper, and structural calculations carried out with slide rulkes and mechanical calculating machines - and certainly often by crunching numbers with pencil on paper.
Agreed. With a couple of provisos.
This story was in Glanz' "Cities in the Sky".
IIRC (& I believe I do), the folks that actually did the calculation was the PANYNJ, under Melvin Levy. And I think that it would be more accurate to say that the PANYNJ slipped their calculations into a memo from that engineering firm, rather than the firm "signed off" on the calculation.
Glanz described the 1st part as a shear calculation, which I find impossible to believe. That is, sliding the building horizontally off of its base. I believe that Glanz misunderstood something that his source of info told him, which is that shear load is calculated on the way to moment. Overturning moment is a sensible quantity to have calculated, not shear at the base.
And it turned out that the average force from the plane impact was actually greater (18 million pounds) than the max wind force (14 million pounds) at the base. But they decided that it was not "that much" greater.
That's a pretty lame analysis, but the whole exercise was a PR job to undercut Lawrence Wien, who was trying to get the WTC project halted, because it competed with his ESB.
But, since the gods have a sense of humor or mercy, it turns out that Levy & pals were right.
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I've stated (adamantly, as usual) that there is no way that they could have been designed to the standard of "designed to survive plane impact." And I am unmoved by anything that either Skilling or Robertson said in the decades after construction.
The verb "designed for" inherently requires the ABILITY to design for something. If I don't have the ability to calculate a wing's lift, then I cannot design a machine to fly.
One could perform a bunch of calculations but, unless those calculations meet some level of rigor in answering the desired question, that does not (in my book) rise to the level of a real analysis.
They did an absolutely spectacular job in designing those buildings with the tools that they had. Looking at the uniformity of the stress levels in the columns prior to plane impact, calculated by NIST with supercomputer performance clusters, shows awesome skill & judgment on the part of the designers.
But there is no way to truthfully say "they were designed to take the impact."
It was an urban myth.