QUOTE(Q24 @ Jul 31 2007, 04:57 PM)

I am rather disappointed Pericynthion has not replied to this: -
It seems some people have trouble agreeing to an idea that does not conform with the official story.
Well, I'm sorry to disappoint you, but I didn't respond because I thought flyingswan summed things up rather well with this:
QUOTE(flyingswan @ Jul 26 2007, 06:55 AM)

Q24, you've now had two of us trying to show you that your simplistic ideas about structures are simply not valid, but you still don't get it: your global arguments are both inapplicable and numerically wrong and you seem unable to appreciate how load redistibution after damage puts a structure at much higher risk from fire. Don't waste our time any more: pick a structural engineer out of your local phone book and ask for an opinion.
Since you're asking, though, I'm quite happy to go back and revisit your questions:
QUOTE(Q24 @ Jul 25 2007, 09:43 PM)

Ok, a table structure with 12 outer legs and 4 inner legs is too complicated for you. Or perhaps it is fairly simple but you do not want to admit how much strength the structure would retain after losing one or two supports. At least, with those extra supports, I am sure you could agree that the load redistribution caused by damage to one or two of them would be far more evenly spread than in your extreme example?
No, I don't agree at all that that would necessarily be the case. It depends on the specific design of the structure and the type and location of the damage. You're making a bad assumption because you don't understand the basics of structures.
QUOTE(Q24 @ Jul 25 2007, 09:43 PM)

Also you must agree the additional supports would greatly reduce any tilting/pulling effect?
No, I wouldn't agree with that as a blanket statement. It depends on the specifics of the design. Also, tilting or shifting of the load is not necessary to cause an uneven reaction in the supports.
QUOTE(Q24 @ Jul 25 2007, 09:43 PM)

With certainty you can agree that the structure would not be close to falling and furthermore absolutely not at freefall speed, virtually symmetrically into its footprint.
Again, I can't agree with that. It depends on the specifics of the design and the damage. I'd also point out that WTC 7 did not collapse at freefall speed, nor did it collapse completely symmetrically or completely into it's own footprint. You're conveniently ignoring the slow collapse of the
east mechanical penthouse, which sank into the building about 8 seconds before the outer walls of the building began to fall.
As for the problem you proposed in your quote above, yes, that IS too complicated for me to easily analyze. If you understood structures, you wouldn't have to wonder whether or not I'm being honest with you (I am). Let's take a look at a different problem that illustrates the same points.
Assume we've got a horizontal beam held up by, say, seven evenly-spaced rigid supports:

Imagine this as a segment of a support wall on one floor of a building. To keep things somewhat simple, let's assume the horizontal beam is a simple linear-elastic beam and that the vertical supports are fixed, rigid members. The horizontal beam is clamped at the two end supports, and the middle supports are simple pinned joints.
Let's further assume that we've got another "floor" above this one with the same set of vertical supports bearing down on the ones I've shown here. We'll assume that the load from each of these upper supports is 100 units of force (Newtons, pounds, etc. -- the units won't matter here. I'll use "pounds" from here on just because "units" sounds awkward

):

What we have here is a statically-indeterminate beam problem. This is a much more simple model than the wall of a real building, but it will serve to show how loads can redistribute after damage.
With our little model undamaged, let's figure out the loads we're carrying in each of our seven vertical supports to hold up the total 700 pound load. This one is easy:

The reaction force in each of our supports (the red arrows) is 100 pounds. Makes sense, right? As in my earlier table example, let's assume a safety factor of 2.0 for our vertical support columns. We'll say they can support a total load of 200 pounds each before they fail.
Things get a bit more interesting when we damage the structure. Let's assume that a piece of debris has smashed into our model and knocked out support column 3. The "upper floors" have not been affected, so we still have our original seven 100-pound loads bearing down on our structure. We now only have six remaining support columns to carry the total 700 pound load, though. If the loads redistribute evenly (as you appear to believe), each support will only carry 117 pounds and will be nowhere near their 200 pound failure load.
To actually solve this problem, I've used a bit of software set up to analyze this type of beam problem. Here is the result I got:

Wow. That's not a very even load distribution, is it? Even though support 3 was originally only carrying a 100-pound load, supports 2 and 3 are now carrying a total of 155 extra pounds. They've picked up all of the load from support 3 plus part of the load originally carried by supports 1 and 5, which are now loafing along at 69 pounds each. The small diagram at the bottom of the image is an output of the analysis software. It shows in red a greatly exaggerated view of the horizontal beam's deflection under the applied loads.
At 181 pounds, support 2 is getting pretty close to it's 200-pound failure point. Now let's assume that a fire has started in our structure near support 2. If the heat of the fire weakens support 2 by only about 10% (i.e. reduces it's max load capability to 180 lb), support 2 is going to fail.
Let's re-run the analysis with both supports 2 and 3 failed:

Now we have a major problem. Supports 1 and 4 are both loaded beyond their failure points. They'll immediately fail, followed quickly by the remaining supports. Our structure collapses. We had seven supports, each with a safety factor of 2, yet it only took the destruction of one single support and a 10% weakening of a second support to completely fail the structure.
Again, this is just a simple textbook-type problem, not a real building wall. It does illustrate rather well, though, that having multiple support points does not necessarily help to spread out extra loads due to damage. In my little example, some supports saw dramatically increased loads while others actually had their loads dramatically reduced. Support 7 was hardly affected at all. Can you see now why "common sense" doesn't work well here?
I'm an aerospace engineer, not a structural engineer, so this type of analysis is a bit outside my area of expertise. If I've made any mistakes in my work above, please do correct me. I would like to see more than a simple dismissal of this example as a "weak ass table," though.